A3 E-235 VOL. 5 rF OFTIJEL -'4. ~~o RS~~MVERS L.~~~~~~~~~~~~~ EGAT -IVESTMEN PROGRAM SUPOTPROJECT7 (WRL BANK- PATA CRDI GARNEE) 41 ELECTRICITY GENER-ATI'NG AUTHORITY OF TIHAILAND FINAL REPORT FOR EN'VTRO-NMIENTTAT TAT4PXC f--r AN , f k I rN ~ OF RATCHABURI POWER PT AJNT ?RO.JECT VOLUMEIE 2: APPENDICES PREPARED BY FACULTY OF ENVIRONIEENT ANiD RESOURCE STUDIES MAHIDOL UNIVERSITY MARCH 1996 ENVIRONMENTAL IMPACT ASSESSMENT OF RATCHABURI POWER PLANT PROJECTj THE REPORT SET COMPRISES OF: 1. VOLUME 1: MAIN REPORT Environmental Impact Assessment, Recommended Guidelines for Environmental Impact Mitigation Measures and Monitoring Programs of Ratchaburi Power Plant Project 2. VOLUME 2: APPENDICES A-I Questionnaires, Tables and Other Supplementary Data/ Information 3. SUMMARY REPORT (in English) 4. SUMMARY REPORT (in Thai) This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). This Appendices was improved as requested by Office of Environmental Policy and Planning. It did not include the additional details submitted by Consultant/EGAT as requested by the Committee of Experts. All additional details are included in the Summary Report (Thai version). 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X/-;LG- ;-............ nwBr ->Af~~~~~~~~~~~~LOUf 11L21Wf) .......................... ....... ..;.f1...c.LL B , mnlouGU (DCLLLWOQ *T . r ' (?fi(312 ULawLai ! . - . .................... ..... .....,..... ......... ........L4 ee Q GC flL 9LOUMLtL UA nplLopcOLonLOSLSLULO GSLUnnLfQRtD-L4,1SuLnULAL-c-ielr-LU>LnLQll~-rUL6OI ShPLS-LOCUCOt LNfnOLSjCLUOSl9b flQUd4cllOilnu--SUL;,MlA-LSUCS-LUnLOS3LSLUto4GMnni PLounSeLnumLun SLOPLLOSULS3Msu-elnellflG2oC116-rULO L,c\ogrir-annnarsoesnsseoi\nu 8£5Z nettuoP unc nu3LosLsWLUBcs%evsnseopnu PROJECT PERSONNEL Percentage of Work Name Signature Responsibility in Comparison with the Overall EIA Project Management 1. Pradit Charoenthaithawee Project Advisor 2. Debhanom Muangman ? / Project Director 3. Rungjarat Hutacharoen Deputy project Director 20 4. Laddawan Thong-Nop 'Y9, Project Manager 40 5. Suchart Nawagawong 7 \ <-7' '- J-/ Assistant Project Manager 15 6. Sukhum Poothong A . ssistant Project Manager 15 7. Tharee Wattanasombat (J. Project Assistant 5 8. Salakjit Sirinanant 5 Project Assistant 5 Total = 100 Editorial Board 1. Rungjarat Hutacharoen , t <> L 25 2. Laddawan Thong-Nop . .-?rYjt 25 3. Ilyas Baker 30 4. Suchart Nawagawong , _, 10 5. Sukhum Poothong . 10 _____ ____ ____ ____ ____ ___ ___ __ ___ _T otal= 100 I Percentage of Work Name Signature Responsibiility in Coipanson with the Overall EIA Air Resources/ Meteorology 1. Sudhin Yoosook 47 Team Leader 7.5 2. Krisana Teankaprasit ,' Senior Scientist 2.5 Surface Water Hydrology/ Water Resources Management and Water Uses/ Flood Control and Drainage 3. Virat Khao-upatum VI. U'wT Team Leader 6 4. Kampanad Bhaktikul k /l2IkeLC Irrigation Engineer & 6 Environrnentalist Surface Water Quality 5. Usanee Uyasatian ITeam Leader 8 Aquatic Resources and Fisheries 6. Suchart Upathum Team Coordinators 1.6 7. Vithoon Viyanant Team Coordinators 1.6 8. Boonserm Poolsanguan ^ Researchers 1.6 9. Pornsawan Visoottiviseth p, VI; 0oIl VI vc t-. Researchers 1.6 10. Preecha Klingesom Researchers 1.6 Socio-Economics 11. Orathai Rauyajin /T- e Leader 2 12. Ilyas Baker Environmental Sociologist 2 13. Vanawipha Pasandhanatorn Socio-Economist 2 14. Thawatchai Boonchote s ~ Environmental Social 2 _____________________ Scientist [ 1 1 1 Percentage of Work] Name Signature Responsibility in Comparison with the Overall EIA Public Health/ Public Safetv . 15. Piya Leimsombat . . TeamLeader 1.2 16. Naowarat Charoenca -Health/ Sanitation Expert 1.05 17. Nipapan Kungsakulniti Health/ Sanitation Expert 0.75 Occupational Health and safety/Public Safety 18. Chalermchai Chaikitipom | Team Leader 3 19. Chompusakdi Pulket l-ndustrial Hygiene 0.5 Assessment Expert 0.5 20. Vittaya Yoosook :. - Industrial Hyhiene Assessment Expert 0.5 21. Wichai Pruktharatikul \PA4 A/. Safety Expert 22. Pramuk Osiri . Occupational Health Expert 0.5 Groundwater Hydrology / Quality 23. Vimonrat Kasemsupaya Team Leader 1.6 24. Oranuj Lorphensri 62. Hydrogeologist 2.4 Environmental Noise 25. Luepol Punnakanta Team Leader 4 Soil and Land Quality 26. Sunan Kunaporn ail Scientist 3.2 27. Suchart Nawagawong . 5 ,-. Environmentalist 0.8 1 Percentage of Work Name Signature Responsibility in Comparison ____________________ .with the Overall EIA Forest and Wildlife 28. Warren Y. Brockelman vki ,'" '. / Team Leader 4 Landuse and Agriculture , 29. Sumalee Thepsuwan Team Leader 5 Sanitation and Waste Handling 30. Piya Leimsonbat . i - Team Leader 2.5 31. Suvit Chumnumsiriwat - Environmental engineer/ 2.5 Sanitation Geology and Mineral Resources 32. Pongpit Piyapongsa / n4. " Team Leader 1.05 33. Suchart Nawagawong j . - ; . . - Environmentalist 0.9 34. Gintana laoruechupong ->. Geologist 1.05 Transportation i 35. Vichai Pornsiripong \ , Team Leader 2.4 36. Sukhum Poothong ,/ Environmentalist 0.6 Housing ' 37. Sukhum Poothong . Team Leader 3 i I I | Percentage of Work Name Signature Responsibility in Comparison with the Overall EIA Industry 38. Sukhum Poothong '- - Team Leader 2.1 39. Krisanarack Teeraraj 3 { Cr'j;, Industrial Expert 0.9 Power and Tranmission Line 40. Supachai Paiboon Team Leader 3.2 41. Sukhum Poothong / Environmentalist 1.8 Aesthetics/ Tourism/ Recreation and Archaeology 42. Laddawan Thong-Nop j Team Leader 2.1 43. Rungjarat Hutacharoen . l J. _ Environmentalist 0.9 Seismologyoy 44. Pongpit Piyapongsa -_-)-Team Leader 0.25 45. Suchart Nawagawong AX. K '- Environmentalist 0.25 46. Gintana laoruechupong 2.,, Geologist 0.5 ____ ____ ____ ____ ___ __ _ ____ ____ ____ ___ ____ ____ ____ ____ ___T o tal = 100 APPENDIX A QUESTIONNAIRE Environmnetal noise tesqnnsLs~4 -nlS -MU ieysilvffinlwtu 1e1D1u~~~............. ............ . ........ .. ... ............. 1e~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. . . . . . u. . (! . . . . L* 1 ,fL~A' . 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I. . .. . . .. . . . . . . . . . .. . . . . . . .. . . .. .......... . .. . . .. . . . . . . . . . . . . . . . . . . . . . .. . ............................................................. . .................................................................. .. . .. . .. . .. . .. . .. . .. . I. . .. . .. . .. . .. . .. ........................................................ .. . . , , ,, .. .. ..... .. .. ....... ...... I..... .. ........ .. . ..... .... ... ... ....... . u ln u. s u .r l n s u .Z l g u l L . .... .... ... . ... .... . .. .... .... ... .... .... ... .... .... ... ( ) oVqnlgf ( ) su 1 fvVE~~~~............................. ........ .. .... .... .. .. .... . .... . ..... . . .. ... .. .. .. . .. . . . .. .. .. ...... ........ .. .. .. ........ .. .... .. .... .. .... . ..... . .... . . . .. .. ..... ....... . . ...... ..... .. . ..... . . . ... . .. ...... ... ... ... .. ........ .. ... .... .. . ... ..... .... . ... ........ .... ... .. ..... .. .. ..... .. ...................................... .......................... ...................I . ................... .......................................................... ............................. ................. ......................... ........... ................................. .................. .................. .............................................. .................................. .............. .............................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ .......... ........... ....... ........................................... ................................................................................. ........................ .................... ........................... ...~............................................... 2. ........ ......................................... .................................................... ...~~~~~ ~ ~ .............................. .................... ...... ..................... ............................... ................................. ............................................................................................................................. A-3 NO ........... LANDUSE AND AGRICULTURE IN HOUSEHOLD LEVEL Name of household head ................. Age . years Present audress Village ............ . No Tambon ............ Rachaburi / Samut Songkram Province 1. Number of household members . . ....... persons 2. Land holding and land utilization of household head Plot Area (Rai-Ngan-Wa) Use area (Rai-Ngan-Wa) Type of use 1. .................................................................................................... 2. .................................................................................................. 3. ................................................................................... I.............. 4. I 5. ..................................................................................................... RICE FARMING 1 .Planted area ....... rais 2. Harvested area ........ rais 3. Rice field tenure (. )1. Self owner (..)2. Rent rate . baht / year (..)3. Other (Specific). 4. Reasons for growing rice . (..)1. Rice can be eaten or sold. (..)2. Have more skill to grow this than other crops. (..)3. Land not suitable to grow other crops. (..)4. Tradditional crop. A-4 (..)5. Availability of sufficient water supply. (..)6. Suitable for labour in the household. (..)7. Low invesment/cost. (..)8. Don't know. 5. Types of rice practices. (..)I. Iransplanted (..)2. Broadcast (..)3. Botlh 6. Labour from the household ..... persons, wage labour ..... persons rate of hire ..... baht/rai/day. 7. Pattern of land use in the rice field. (..)l. Grow rice as monocrop. (..)2. Rotate with other crops alter harvest (specific) ............. (..)3. Grow rice some years and grow other crops some years. (..)4. Grow only rice but not every year. (..)6. Feed livestocks after harvest. 8. Varieties of rice grown. (..)1. Lueng Pa-tiu (..)2. Hom Mali (..)3. Ko Kho 7. (..)4. Natives (Specific)................ 9. Reason for selecting these varieties ? (..)I. Higher yield. (..)2. Higher price. (..)3. Suitable for the area. (..)4. Market demand (..)5. It is the tradition of the area. (..)6. Suggestion from the government officials. 10. Sources of water supplies. (..)1. Rain (..)2. Mae Klong river (..)3. Irrigation systems (..)4. Natural canal and water body (..)5. Underground water (..)6. Tap water (..)7. Shallow well (..)8. Other (Specify) 11. Fertilizer application (..)I. Don't use (..)2. Use (..)3. Uncertain 12. Types of fertilizer application. (. )1. Chemical ..... kg/rai (..)2. Manure (..)3. Compost (..)4. Green manure (..)5. Don't use 13. How many times do you grow rice a year ?. (..) l. 1 Time (. .)2. 2 Times 14. Rice yield from the last crop year ...... kg/rai. A-5 15. Use of rice production. (..)1. Household consumption. (..)2. Breeding (..)3. Sale 16. Income from rice last year ....... baht. 17. Income from straw ........ baht/year. 18. Problems of rice growing. (.)1. Depletion of land (..)2. Saline soil and water (.)3. Flooding (..)4. Water shortage (.)5. Pests and insects (..)6. Labour shortage (.)7. Expensive rate for hiring labour (..)8. Low yield (.)9. Insufficient investment finance (..)10. Loss of benefits (..)1 1 .Polluted water supply (..)12. No problems 19. During the last 5 years were your rice fields damaded by any of the following ?. (..)1. Water pollution from factories/ communities/ shrimp farms/ livestock farmns/ ferment grass in irrigation canal. (..)2. Air pollution (..)3. Saline water intrusion (..)4. Flooding (..)5. Drought, water shortage (..)6. Pests and insects (..)6. Other ...................... (..)7. No damage 20. How will you use your rice field in the next 5 years ? (..)1. The same as at present. (..)2. Will grow vegetable on it. (..)3. Will to fruit trees and tree crops. (..)4. Will convert to fish ponds. (..)5. Will convert to shrimp ponds. (..)6. Will use as a residential area. (..)7. Will be used by EGAT as a site for a power plant. (..)8. Will change to ___ (..)9. Will extend it. (..)10. Will reduce it. (..)11. Uncertain. (..)12. Will sell it. A-6 VEGETABLE FARM 1. The main purpose of growing vegetables (..) 1. For household consumption (..)2. For sale (..)3. For both 2. Types of vegetable grown, planted area and income. TYPES | AREA (RAI) I INCOME (BAHT/RAI/YEAR) -- - - - - - - I- - - - - - - - - I- - - - - - - - - - - - - I- - - - - - 3. Land tenure. (..)1. Self owner. (..)2. Rent ( ..... Baht/rai/year) (..)3. Other. 4. Pattern of land use of vegetable growing area. (..) 1. Grow vegetables as monocrop. (..)2. Grow only vegetables but not every year. (..)3. Intercrop with other crops such as .......................... (..)4. Rotate with ......................... (..)5. Grow vegetable and feed fish in the ditch. (..)6. Other.................................. 5. Why do you choose to grow vegetables instead of other crops ? (..)1. Higher and faster revenue. (..)2. Have more skill to grow this than other crops (..)3. Availability of sufficient water. (..)4. Response to the market demand, no problems with the market. (..)5. Traddition. (..)6. The area is unsuitable for growing other crops. (..)7. Want to maximize use of land. (..)8. Others .......................... (..)9. Don't know A-7 6. Sources of water supplies other than the rain. (..)1. Mae Klong river (..)2. Irrigated systems (..)3. Natural canal, marsh and swamp. (..)4. Underground water (..)5. Tap water (..)6. Shallow well. 7. Household labour ...... persons ; hired labour ..... persons rate . baht/day. 8. What types of fertilizer do you use ? (..)l. Chemical fertilizer ...... kg/rai/year. (..)2. Compost (..)3. Manure (..)4. Don't use 9. What problems do your vegetable farms face ?. (..)1. High cost (..)2. Water shortage in the dry season (..)3. Pests and insects (..)4. Occasional water pollution (..)5. Suppression of price by the traders (..)6. Shortage of hired labour (..)7. Other ..... (..)8 No problem. 10. During the last 5 years was your farm damaged by any of the following t..)1 Water pollution. (..)2. Air pollution (..)3. Saline water intrusion. (..)4. Flooding (..)5. Drought and water shortage. (..)6. Pests and insects. (..)7. Others........................ 11. How do you use your land the next 5 years ? (..)1. Continue to grow vegetables. (..)2. Will convert to rice (..)3. Will convert to fruit trees and tree crops (..)4. Will convert to grow upland crops (..)5. Will convert to other crops ......................... (..)6. Will convert to fish ponds (..)7. Will convert to shrimnp ponds (..)8. Will raise livestock (..)9. Will be used by EGAT as a site for a power plant. (..)10. Will change to other ..................... (..)11. Will sell it (..)12. Uncertain A-8 FRUIT TREES AND TREE CROPS 1. Details of your crops I TYPES I PLANTED ARE (RAI) I OR NUMBER OF TREE | INCOME (BAHT/Y EAR) I 2. Sources of water supply. (..)1. Rain (....... ()2. Mae Klong river (..)3. Irrigated systems (....... ()4. Natural canal, marsh and pond (..)5. Tap water (....... ()6. Underground water (..)7. Shallow well (....... ()8. Other. 3. Households labour .......persons, wage labour ....persons, rate of hire . baht/day. 4. Reason for growing fruit trees and tree crops instead of other crops. (..)1. Market demand (..)2. Tradition (..)3. Promotion from governmnent offcials (..)4. Easy (..)5 Higher income than other crops (..)6. Suitable for the area, climate, soil and water (..)7. They were grown by other family members before (..)8. Other......................... 5. Do you feed fishes in the ditchl? (. .)1. No ditches (. .)2. Don't feed (. .)3. Feed 6. During the past 5 years was your fruit trees and tree crops damaged by anyof the following ? (..)1. Water pollution (..)2. Air pollution (..)3. Flooding (..)4. Drough, water shortage (.)5. Saline water intrusion (.)6. Pests and insects (..)7. Others.(....()8. No damage A-9 7. How will you use your land in the next 5 years ? (..) 1. Continue growing fruit trees and tree crops (..)2. Will change to other crops ............................. (..)3. Will extend the area (..)4. Will reduce the area (..)5. Will convert to a residential area (..)6. Will convert to shrimp ponds (..)7. Will convert to be fish ponds (..)8. Will be used by EGAT to a construct a power plant. (..)9. Will change to ............................. (..)10. Uncertain (..) 11. Will be sold. UPLAND CROPS 1. Types of upland crops ................ 2. Planted are a ..... rai. 2. Why did vou choose to growv these types of crop? (..)1. Have a contract with the canning factories (..)2. Brings in higher income than other crops (..)3. Follow market demand (..)4. Planted area is close to the canning factories (..)5. Suitable for the area, soil type, and water supply (..)6. It is supported by the capitalist (..)7. Have more skill at growing upland crops than other crops (..)8. As an Experiment (..)9. Tradition of the area (..)10. They were grown by other family members before (..)11. Other........................................... 3. Sources of water supplies (.)1. Rain (..)2. Mae Klong river (..)3. Irrigated systems (..)4. Natural canal and and water body (..)5. Underground water (..)6. Tap water (..)7. Shallow well (..)8. Others . 4. Problems of growing upland crops (..)1. Water shortage in some seasons (..)2. Labour shortage (..)3. Low price, lost of benefit ( )4. High cost (..)5. Pests and insects A-10 (..)6. Soil depletion (..)7. Others .......................... (..)8. Never damage 5. What damage experience did you have during the last 5 years ? (..!1 Water pollution from ..................... (..)2. Air pollution ( ..)3. Others ............. (..)4. Never damage 6. What will your farm be in the next 5 years ? (..) 1. Continue to grow this type of upland crops (..)2. Will change to be .......................... (..)3. The area will be extended (..)4. The area will be reduced (..)5. Will change to be residential area (..)6. The area will be sold (..)7. The area will be change to the power plant (..)8. Uncertain LIVESTOCK FARMING 1. Detail of the livestocks. Types I Number I Feed types I Income Income from others of head Independent I Hire (Baht/year) Dung I Breeding (Baht/year) 2. Why do you choose to run the livestock farms ? (..) 1. Have previous experience of this (..)2. Bring in higher income than cultivation (..)3. Needs less intensive labour than cultuvation (..)4. Needs less area than cultivation (..)5. Have more skill and more fond of it than cultivation (..)6. No problem about marketing (..)7. Other.................................................. A-1l 3. What problems has your farm faced ? (..)1. No problem (..)2. Disease (..)3. Insufficient area (..)4.-High cost (..)6. Create problems and annoyance to the neighbours (..)7. Insufficient water supply (..)8. Other ....... 4. Has your farm been damaged during the last 5 years by any of the following? (..)l. Never (..)2. Water pollution (..)3. Air pollution (..)4. Others .......................... S. How will you use your farm over in the next 5 years ? (..) 1. Continue livestock farm (..)2. Uncertain, Don't know (..)3. Will sell it FISHERIES 1. Type of fisheries. (..)1. Catch from natural water body (..)2. Raise in cages, area ...... rais 2. Experience in type of fishery in this area ..... years. 3. Tenure (..)l. Self owner (..)2. Rent .... baht/year. (..)3. Other. 4. Household labour .... persons; hired labour ..... persons rate . baht/person/day. 5. Why do you work as a fisherman? (..)1. Have more skill in fishing than cultivation and livestock farming (..)2. Bring in higher income than cultivation and livestock farming (..)3. Previously tried cultivation but failed (..)4. Previously tried livestock farming but failed (..)5. Dood market for fish products (..)6. Follow the persons who have achieved with this type of farm (..)7. Land is not suitable for cultivation (..)8. Under the support and promotion from the government officials (..)9. Other................................. A-12 6. Cost of shrimp production EXPENDITURE BAHT/RAI/CROP 1. LAND RENT ............. 2. LAND PREPARATION ............. 3. BREEDING ............. 4. FOOD ............. 5. MEDICINE ............. 6. EQUIPMENT ............. 7. CHEMICAL ............. 8. FUEL AND LUBRICANT ............. 9. ELECTRICITY ............. 10. TRANSPORTATION ............. 11. WAGE LABOUR ............ 12. INTEREST FROM LOAN ............. TOTAL ............. 7. Production ....... kglrai/year (..)8. Farm price ...... baht/kg. 9. Farm income .......... baht/rai/year 10. Has your farm faced any of the following during the last 5 years ? (..) 1. Water pollution from ............... (..)2. Water shortage (..)3. Flooding (..)4. Disease (..)5. No damage 1 1. How do you think your fishery farm will change in the next 5 years ? (..)1. No change (..)2. The area will be extended (..)3. The area will be reduced (..)4. EGAT will use the site for a power plant (..)5. The area will change to ................... (..)6. Uncertain, Don't know (..)7. The area will be sold IMPACT FROM THE POWER PLANT 1. If a power plant is constructed in your area, in what way will it damage on your farm ? (Can answer more than one item) (..)1. Intrusion of saline water (..)2. Water shortage (..)3. Agricultural production will be damaged by air pollution (..)4. Agricultural production will be damaged by water pollution A-13 (..)5. Livestock will be frightened by the operation of the power plant and will effect breeding (..)6. Land price will decrease due to the damage from the power plant (..)7. Will have to sell the land in order to avoid the damage from the power plant. (..)8. If land price in the area increases dramatically, the land owners may reclaim the land for sale or use the land for other purposes. (..)9. Land price in the area will increase and it will be difficult to extend the farm land. (..)10. Farm labours will move out to work with the power plant. (..) 11. The construction of the power plant will cause an increase in the number of factories in the area, and wage labour in agricultural sector will move to work in those factories. (..)12. The increase in the number of factories in the area will cause a water shortnge for the farms. (..)13. The increase in the number of factories will cause an increase in water pollution. (..)14. Ratchaburi province will lose fertile agricultural area. (..)15. Others ...................................................... (..)16. Nothing will be damaged. (..)17. Didn't know 2. On the other hand, what do you think might be the benefits the usefulness of the construction project to your agriculture activities and area ? (Can answer more than one item) (..)1. The agricultural area can be sold at a higher price. (..)2. The value of land holdings will increase. (..)3. The construction of the power plant will lead to the development of infrastructure in the area, and the agricultural sector will benefit from the development of infrastucture. (..)4. The construction of the power plant will induce population migration to the area, therefore the demand for agricultural products will increase. (..)5. The power system in the area will be improved so that the remote area will also have electricity. A-14 (..)6. The power plant construction will help to stimulate the population to care about the cleaness of water sources and this will benefit the agricultural sector. (..)7. The construction of the power plant will stimulate the development of the area. (..)8. Other....................................................... (..)9. No benefit to the agricultural sector. (..)10. Don't know A-15 QUESTIONNAIRE Demographic and Knowledge and Attitude Survey for Electricity Plant Project Ratchaburi Province Home Address ...... ........ Village Name. Village No ............... Tambon ..District. Rachaburi Province Distance from the plant El 1-2 Km. U 5 Kms O 10 Kms 0] 15 Kms C] air quality monitoring station l0 municipal area Name of Interviewer .............. Date of Interview. Editor .............. Date. A-16 Basic Demographic Data 1. How many persons are currently living in your household'? ......... .person(s) ..... m ale(s) ... fem ale(s) Items 1 2 3 4 5 Relationship with household head __ Gender Age Education Marital status Major occupation Annual income Previous residence Have you moved out of this Tambon during the past 5 years'? If yes, how did you earn your living in your previous place of residence'? Did anybody,move into your house during the past 10 years'? If yes, from. What was his/her previous occupation? Income (month/year) Reasons for in migration A-17 Household expenditure 2. How much do you or your family pay for the following items 1. Food Baht/month 2. Alcoholic drink, cigarette Baht/month 3. Cooking gas Baht/month 4. Electricity Baht/month 5. Water supply Baht/month 6. Agricultural expenses Baht/month Gasoline Baht/month Fertilizer Baht/month Insecticide Baht/month Animal food Baht/month Labor Baht/month 7. Education Baht/year 8. Travelling Baht/year 9. Recreation Baht/year 10. Medicines/health care BahVyear 11. Religious ceremonies Baht/year 12. Other (specify) Baht/year Savings and Debts 3. Do you or your family have any saving, debt, or money to lend? 1. Savings O yes Baht O no 2. Money to lend O yes Baht Ono 3. Debt O yes Baht O no A-18 4. Assets Transportation Motorcycle Tractor Pick-up car Motor-car Truck Water pump Electrical goods Cattle T.V. Others Sterio-set Refrigerator Air-conditioner Land and Use 5. How many rai of land do you own? you U U 6. Land being used ........ ... rai Idle land .... rai reasons 1. 0 No water 2. U No one want to use it 3. 0 No money 4. U Other ................................... A-19 Characteristics housing (Enumerator's observation) 7. Structure of houses 1. 0 Raised on piles 2. 0 Ground floor one storey 3. 0 Slightly raised, one storey 4. 0 Two stories 5. 0 Other, specify .......................................................................................................... 8. Construction Materials 1. U Wood 2. L Bamboo 3. 0 Half cement half wood 4. 3 Cement 5. U Other, specify ............................................................................................................ 9. Roof i. O Dried grasses or Nipa 2. I.J Leaves 3. U Wood 4. 0 Zinc sheets 5. O Tiles 6. U Other, specify ............................................................................................................ 10. Painted exterior 1. U yes 2. 0 no 3. U painted with laquer oil 11. Cleanliness 1. U very dirty 2. U Dirty 3. U Not dirty 4. U Other, specify ............................................................................................................ 12. Access to electricity 1. U yes 0. U no 13. Toilet inside dwelling 1. U yes 0. U no A-20 Community Cohesion and Organization 14. Do you or any member of your household belong to any of the following'? 1. Agricultural group 2. Cooperative group 3. Religious/Temple group 4. School committee 5. Village committee 6. Community council committee 7. Housewives group 8. Environmental conservation commuttee _ 9, VX~outh group |______________ |10. Other (specify) Social Problems 15. Do you think that any of the following social problems exist in this area? 15.1 Drug abuse problem 1. [I yes 0. 0i no if yes O major problem LI minor problem What age group is involved? ..................................................................................... 15.2 Theft 1. yes 0. 0 no if yes O major problem LI minor problem If yes, how you think the problem could be solved? ......................................... 15.3 Problem regarding drinking water 1. L0 yes 0. 0 no Specify ...................................................................................................................... A-21 15.4 Problem regarding water for domestic use I 01 yes 0. 0 no Give details 15.5 Problem regarding water for agricultural purpose 1. 0 yes 0. 0 no Give details ......... 15.6 Water Pollution 1. 0 yes 0. 0 no Give details ................................................................................................................ How do you think the problem could be solved? 1. uer -'ole...s 1. 0 yes 0. U no Specify I.. 2. ..................................................................................................... 3........................................... ........................................................... A-22 Attitudes Toward and Knowledge of Electricity Generating Plant Interviewers: Show map and photograph of electricity plant 16. 'I'he area at Wat Phikun 'I'hong shown to you on the map has been selected as the site for an electricity generating plant, overall, how bad or how good is it if the plant is built there'? 1. LI very bad 2. LI bad 3. LI would not matter 4. LI good 5. L0 very good 6. L it would depend Please give a reason for your answer .......................................................................... 17. Do you think you or your family are likely to benefit from the power plant if it is constructed at the Wat Pikhun Thong site? l. LI yes 2. LI no 3. LI don't know 18. It "yes", how! Numerator will tick or prompt if necessary 1. 0 More stable supply of electricity 2. 0 Temporary employment 3. O Permanent employment 4. 0 From sale of land 3. L0 Increase in sales of products 6. L0 Other 19. Do you think other people in your community or province are likely to benefit if the power plant is constructed at the Wat Pikhun Thong site'! 1. LI yes 2. 0 no 3. LI don't know 20. If yes, how Nurnerator will tick or prompt if necessary I. LI More stable supply of electricity 2. LI Temporary employment 3. LI Pernanent employment A-23 4. 3 From sale of land 5. 0 Increase in sales of products 6. 0 Other 21. Do you think the power plant is likely to have any negative effects on you or your family if it is built at the Wat Pikun Thong site? 1. l yes 2. 0 no 3. 0 don't know 22. If yes, what? Numerator will tick or prompt as necessary 1. 0 Discomfort due to increase in noise levels 2. U Heal-ui problemn due to increase .n dust pollution 3. 0 An increased risk from traffic accidents during construction phase due to large volume of construction vehicles or large number of construction vehicles trips 4. 0 Decrease in land values near the site 5. U Increased risk of property being stolen or threat to personal safety due to introduction of strangers to build the plant during construction phase 6. U Other 23. In your opinion, how should the government or EGAT control or solve such negative effects'? 24. Do you think the power plant is likely to have any negative effects on other people in your community or province of it is built at Wat Pikun Thong? Numerator will tick or prompt as necessary 1. U yes 2. U no 3. U don't know 25. If yes, what? 1. U Discomfort due to increase in noise levels 2. LU Health problem due to increase in dust pollution A-24 U 0 An increased risk from traffic accidents during construction phase due to large volume of construction vehicles or large number of construction vehicles trips 4. 0 Decrease in land values near the site 5. L Increased risk of property being stolen or threat to personal safety due to introduction of strangers to build the plant during construction phase 6. U Other 26. In your opinion, how should the goverrnment or EGAT control such negative effects? 27. Do you think EGAT will do everything in its power to ensure the safety/well-being of the conumunities in the vicinity of the Pikun Thong project? i. U yes 2. U no 3. UL don't know 28. What effects do you think ie project will have on the enviro_r_ent, if any'? 29. Do you know of any electricity generating projects of EGAT in other locations of the country 1. U yes 2. U no 3. O don't know 30. If yes, where did you hear about this project? 1. LI Newspaper 2. U T.V. 3. U Magazine 4. U Radio 5. 0 Word of mouth 6. 0 Other 31. If yes, how would you rate it in terms of effects on the community where / it is located? 1. 0 very bad 2. U bad 3. 0 Neither good nor bad 4. U good 5. U very good 6. 0 don't know 32. Please give details ................................................................................................... ...................................................................................... A-25 33. As far as you know, do you intend to stay in your present community for the rest of your life? 1. 0] yes 2. [ no 3. 0 don't know 4. L it depends 34. Have you ever thought of moving? 1. 0 yes 2. 0 no 35. W here to'? .......................................................................... 36. W hy?..................................................................................... 37. Would you like your children to stay in this community when they're adults? 1. 0 yes 2. E no 3. 0 don't know 4. 0 it depends Give reasons for your answer.............................................................................................. Knowledge of Electricity Generating plant 38. We'd like to find out whether people in the area have any knowledge of the electricity generating project, please answer the following, if you can: 38.1. When will the project begin construction? 38.2. When will the project begin operation? 38.3. What fuel(s) will it use to produce electricity'? 38.4 Where will the electricity generating plant dispose of its wastewater? 38.5 Which area will it supply electricity to: 1. 0 Whole country 2. 0 South region 3. 0 Provinces of Petchaburi and Ratchaburi only 4. 0 Bangkok only 5. 0 Other A-26 38.6 What gases will be emitted as a by product of producing the electricity 1. 0 Sulphur Dioxide 2. 0 Carbon Dioxide 3. U Carbon Monoxide 4. 0 Other 5. U Don't know 38.7 Where did you gain this knowledge from'? .................................................................... Thank You for Your Cooperation A-27 FOCUS GROUP STUDY Explain the purpose of the focus group, namely that as Ban Phikun Thong has been selected as a site for an electricity generating plant the researchers would like to know how the local people feel about this project being located in their community. Show photographs of Rayong Power Plant to give respondents an idea of the plant's look and scale. Questionaire route: Topic I COMMUNITY COHESION 1. How do you feel about life in your community ? Probes: (a) Is it a harmnious community or is there considerable conflict ? (b) What are major issues and problems facing your communities ? 2. What do you like and dislike about your comrnunity ? 3. How do you feel about spending the rest for your life here ? Probes: (a) Has any one ever thought of moving away ? Topic 2 COMMUNITY CHANGE 4. In what way, if any, would you like your community to change ? 5. How do you think these changes are likely to come about ? Prompts: (a) Through your own effects ? (b) Through the efforts of the government ? (c) In other way? Topic 3 PROJECT IMPACT 8. Are you aware of any large scale projects, especially projects for electricity generation, -that have affected for better or worse the communities in which the projects were located ? Probes: (a) Can you describe the positive or negative effects on the comnmunities ? (b) How significant were they ? 9. How were any problems dealtwith ? Prompt; By the communities themselves By Project owners By Government A-28 10. Where did you hear about these projects ? Prompt: Newspaper Radio T.V. Word of MoIuth I1. 1-low do you feel about Ban l'hikun 'IThong beingselected as the site for a power plant ? 12. What sorts of benefits or disbenefits do you expect it to bring ? To you personnally or your family To other in the community or further afield ? 13. This project belongs to EGAT, do you think EGAT will genuinely do everything possible to ensure that the project posses no danger to the surrounding communities ? Probes: Why do you feel this way ? Any other opinions ? A-29 Questionnaire for Archaeology and Tourism Environmental Impact Assessment Project for Ratchaburi Power Plant, EGAT Part 1 Respondents' General data Same as Socio-economics Part 2 Archaecology 1. In your knowledge, are there archaeological or religious places within about 1.5 km. from your village ? ( )yes ( )No. if yes answer no. 2 if no proceed to no. 3 2. Names of archaeological or religious places I. ............................................................................................ 3. ............................................................................................ Bref histo, of the pla-es you mentioned in 2. 2. ................................................................................. ........... 3. ............................................................................................ 3. In your knowledge, are there stories about archaeoiogical ruins, bur ied ancient places and excavation activities within about 1.5 km. from your village. ? ( ) Yes ( )No if yes answer no. 4 if no proceed to no. 5 4. Stories about archaeological ruins, buLried places ........................................................................................................... Objects found from excavation are ........................................................................................................... ........................................................................................................... Number of people who come for excavations per month ........................................................................................................... A-30 Part 3 Tourism 5. Within about 1.5 kin. around your village, are there famous tourist attraction places? are there tourists from other provinces or from abroad? ( )Yes ( )No if yes answer no. 6 if no proceed to no. 7 6. Name of tourist attraction Thai tourist Tourist from abroad (persons/day) (persons/day) 2. 3. 4. 5. 6. 7. How often and where do you go for vacation/sight seeing. How often Name of vacation/ (times/month) sightseeing places 8. What type of recreation/vacation place you would like to have ? And what is the distance from the village you consider not toofar? .........................................I.................................................................. ........................................................................................................... ........................................................................................................... End of questionnaire. A-31 QUESTIONNAIRE FOR RESPIRATORY ILLNESS/ASTHMA/ALLERGIES 1. Household ID # 2. Address # 3. Name 4. Age 5. Sex _ 6. Height__ 7. Weight__ _ _ _ _ 8. Occupation 9. Do you usually have a cough with colds ? []Yes []No 10. Do you usually have a cough apart from colds ? []Yes [3 No 11. Do you usually bring up phlegm, sputum, or mucus with colds during day time ? [ Yes []No 12. Do you usually bring up phlegm, sputum, or mucus with colds during night time ? [] Yes []No 13. Do you usually bring up phlegm, sputum, or mucus apart from colds during day time ? []Yes []No 14. Do you usually bring up phlegm, sputum, or mucus apart from colds during night time ? [lYes [ No 15. How often have you been troubled by respiratory illness ? []Less than once/mo. [] Once to twice/mo. [] Three times or more/mo. [ Yes []No 16. During which month are you usually troubled by respiratory illness 17. Do you a history of lung diseases ? [ Yes, specify_ []No A-32 18. Have you ever had bronchitis or pneumonia diagnosed by a doctor/ health officer ? r 1 Ves [ I No 19. Have you ever had whooping cough diagnosed by a doctor/health officer ? []Yes []No 20. Have you ever had sinusitis diagnosed by a doctor/health officer ? []Yes [3No 21. Have you ever had wheezing or whistling in the chest at any time in the past []Yes []No 22. Have you had wheezing or whistling in the chest in the last 12 months ? []Yes []No 23. Have you ever had asthma diagnosed by a doctor/health officer ? []Yes [3No 24. In the last 12 months, has your chest sounded wheezy during or after exercise ? [ Yes []No 25. In the last 12 months, have you had a dry cough during day time, apart from a cough associated with a cold or chest infection ? [] Yes [INo 26. In the last 12 months, have you had a dry cough during night time, apart from a cough associated with a cold or chest infection ? []Yes []No 27. Have you ever had a problem with sneezing, or runny, or blocked nose when you did not have a cold or the flu ? []Yes []No 28. In the past 12 months, have you had a problem with wheezing, or runny, or blocked nose when you did not have a cold or the flu ? []Yes []No A-33 29. In the past 12 months, has this nose problem been accompanied by itchy-watery eyes ? []Yes []No 30. Have you ever had rhinitis diagnosed by a doctor/health officer ? LJ Yes [ ] No 31. Have you ever had an itchy rash which was coming and going for at least six months []Yes []No 32. Have you had this itchy rash at any time in the last 12 months ? [ ] Yes [ ] No 33. Has this itchy rash at any time affected any of the following places the folds of the elbows, behind the knees, in front of the ankles, under the buttocks, or around the neck, ears or eyes ? r ] Yes []No 34. Have you ever had eczema diagnosed by a doctor/health officer ? []Yes []No 35. Have you ever had history of allergy to any medical drugs. []Yes, specify___ []No 36. Do you smoke, at present ? []Yes. How many cigarrettes per day ? How long have you been smoking ? Yrs. []No. Did you smoke in the past? []Yes. For how long? Yrs. []Never 37. Are you exposed, at home or work, to others' cigarrette smoke ? []Yes, at home [] Yes, at work []No 38. Do you have eye irritation frequently ? [] Yes []No 39. Do you have nose irritation frequently ? [] Yes []No 40. Do you have throat irritation frequently ? r ] v.. r I XTA A-34 APPENDIX B SURFACE WATER HYDROLOGY DATA TABLE B-1 LIST OF SELECTED RAIN GAUGE STATIONS Station Province ocation Period jAnnuai Rainfall (mm. Code Lat-N I Long-E Mean Mx M. A. Muang Kanchanaburi 13013 Kanchanaburi 14°00 083 99033' 12' 1952-1992 1051.0 1501.2 663.8 A. Tha Muang 13022 Kanchanaburi 13°57 53 99° 38' 29' 1952-1992 924.6 1431.0 471.3 A. Phanom Thuan 13032 Kanchanaburi 14°07 38- 990 42 06' 1952-1992 872.7 1504.5 428.7 A. Thong Pha Phum (K-13) 13053 Kanchanaburi 14°44.32- 980 38 1 1' 1952-1992 1669.5 2391.0 1178.0 A. Sangkhla Buri 13063 Kanchanaburi 15006 51- 980 28 17' 1952-1992 2264.6 3407.9 1555.2 A. Sal Yok 13073 Kanchanaburl 14006'50- 99008* 28 1954-1992 1174.0 1831.0 738.6 Pilok Mine 13092 Kanchanaburi 14050 23 980 32 34- 1956-1990 4423.2 6771.6 946.7 A. Bo Phloi 13102 Kanchanaburi 14019 26- 99031. 05' 1954-1992 990.5 2145.5 395.2 Srinagarind Dam 13304 Kanchanaburi 14024 24 99007 42- 1970-1991 991.4 1553.7 643.5 A. Muang NakhonPathom 23012 Nakhon Pathom 13049 02- 100004 16 1952-1992 1079.6 1691.6 464.0 A. Nokhon Chaisi 23022 Nakhon Pathom 13047 54- 100011.24 1952-1992 1043.0 1613.3 579.7 A. Sam Phran 23032 Nakhon Pathom 13°43 20- 100013 13 1952-1992 1020.5 1823.9 203.5 A Bang Len 23042 Nakhon Pathom 14°01 25' 100010 36 1952-1992 1110.3 1853.7 608.8 A. Kamphaeng Saen 23052 Nakhon Pathom 13059 485 990 59 40' 1952-1992 1022.4 1382.5 526.3 A. Muang Ratchaburl 47012 Ratchabui 13032'14 99°49 27. 1952-1992 1021.3 1718.2 202.9 A. Chom Bung 47022 Ratchabui 13°37 04' 990 35' 45- 1952-1992 1013.3 2603.1 216.6 A. Damnoen Saduak 47032 Ratchaba,i 13030 S6' 99 57' 250 1952-1992 1167.9 2332.0 582.2 A. Ban Pong 47042 Ratchabil 13048 45' 990 52' 26' 1952-1992 1036.6 1594.7 588.7 A. PhoTharam 47052 RatchabLi 13°41'30* 990 5125' 1952-1992 1025.8 1479.6 577.5 A. Ban Phae 47062 Ratchabai, 13041 22' 990 55' 57' 1952-1992 919.5 1487.5 491.9 A. Pak Tho 47072 Flatchabu'i 13022 24- 990 5050- 1952-1992 1150.3 1535.4 612.0 B-I TABLE B-2 MONTHLY RAINFALL OF SELECTED RAIN GAUGE STATIONS Station Mean Monthl RainfalL mm Mean Annual % of Rainfall_ Station Name Code Apr Mnv Jun Jul Aul Sep Oct Nov Dec Jan Feb Mar Rainfall(mm DrySeason WetSeason Kanchanaburi A. Muang Kanchanaburi 13013 70.7 143.0 84.5 100.2 101.6 218.6 217.2 66.4 8.0 4.8 10.4 25.6 1051.0 17.69 82.31 A. Tha Muang 13022 62.9 121.1 75.9 92.9 108.6 195.0 186.3 53.11 5.5 7.7 5.0 10.7 924.6 15.67 84.34 A. Phanom Thuan 13032 40.2 119.7 59.2 81.8 95.2 216.1 177.0 39.6 8.1 4.0 7.8 23.9 872.7 14.16 85.83 A. Thong Phs Phum (K-13) 13053 88.0 189.2 288.4 307.1 325.5 225.0 157.5 23.9 3.0 5.2 17.2 39.4 1669.5 10.58 89.41 A. Sang Khal Buri 13063 77.5 241.9 409.3 452.4 465.3 358.4 178.7 29.6 3.8 7.0 12.7 28.2 2:264.6 7.01 93.00 A. Sai Yok 13073 86.6 168.8 108.7 125.9 136.4 205.3 212.9 48.J 4.0 5.5 21.7 49.6 1174.0 18.41 81.60 Philok Mine 13092 74.1 403.4 872.4 962.3 1137.6 655.1 247.1 26.2 5.1 8.8 9.6 21.4 4 423.2 3.28 96.72 A. Bo Phloi 13102 76.7 127.2 66.6 89.3 109.8 207.5 200.8 52.41 3.6 5.5 10.8 40.2 990.5 19.10 80.89 Srinagarind Dam 13304 88.1 135.7 92.2 89.1 89.2 173.4 187.9 49.1I 4.5 3.1 19.4 59.7 991.4 22.58 77.42 Nakhon Pathom A. Muang Nakbon Pathom 23012 39.6 127.6 145.5 109.7 132.1 221.7 225.2 46.3 9.3 2.0 7.9 12.3 1079.6 10.87 89.09 A. Nakhon Chaisi 23022 39.4 116.5 125.0 125.7 132.8 228.0 185.3 50.1 7.9 8.4 7.3 16.5 1043.0 12.44 87.56 A. Sam Phran 23032 33.7 104.3 113.1 140.1 137.5 226.0 189.4 37.7 6.6 5.4 8.6 18.1 1020.5 , 10.79 89.21 A. Bang Len 23042 58.4 110.9 108.6 136.0 146.3 241.4 222.1 48.5 8.2 4.3 9.4 16.0 1110.3 13.08 86.94 A. Kam Pharng Saen 23052 46.2 107.9 102.8 119.5 123.1 232.0 204.2 55.6 4.6 3.1 8.1 15.4 1022.4 13.01 87.00 Ratchaburi A. Muang Ratchaburi 47012 29.9 131.6 110.1 109.6 140.3 201.5 208.9 68.4 5.9 3.7 5.0 6.4 1021.3 11.6 88.3 A. Chom Bung 47022 50.0 120.4 84.4 108.4 123.4 204.1 208.9 81.2 5.1 2.3 10.3 15.0 1013.3 16.17 83.84 A. DamnoenSaduak 47032 28.3 135.0 117.1 141.6 133.3 244.4 244.4 87.9 8.1 4.5 8.3 15.0 1167.9 13.02 86.98 A. Ban Pong 47042 40.0 134.8 98.3 127.0 133.1 201.7 211.3 58.59 6.1 5.6 8.5 11.6 1036.6 12.61 87.42 A. Pho Tharam 47052 38.4 135.3 122.5 127.0 129.0 189.5 193.2 56.41 8.4 2.9 6.5 16.6 1025.8 12.60 87.40 A. Ban Phae 47062 36.3 116.5 102.3 108.5 108.6 194.6 172.9 50.8 5.4 4.7 7.4 11.5 919.5 12.63 87.37 A. Pak Tho 47072 31.3 143.7 116.7 127.9 142.0 205.5 247.7 103.5' 9.6 5.1 5.0 11.91 1150.3 14.50 85.50 TABLE B-3 MEAN MONTHLY RAINY DAYS OF SELECTED RAIN GAUGE STATION Station Name Station Mean Monthly Rainy Day, day Mean Annual Code Apr May Jun Jul Au. Sep Oct1 Nov Dec I Jan Feb Mar Rainy Day (day) Kanchanaburi A. Muang Kanchanaburi 13013 5.75 13.09 13.63 15.09 16.24 17.60 15.09 5.39 1.39 0.80 1.46 2.51 108.04 A. Tha Muang 13022 2.70 7.55 6.19 7.12 7.40 10.65 9.48 3.00 0.40 0.29 0.29 0.82 55.89 A. Phanom Thuan 13032 2.97 8.20 6.20 7.87 8.23 12.33 9.64 2.75 0.51 0.42 0.80 1.57 61.49 A. Thong Pha Phum (K-13) 13053 6.31 16.66 24.13 26.02 26.44 21.24 14.87 3.93 0.52 0.74 1.77 3.51 146.14 A. Sang Khal Buri 13063 6.05 17.22 24.82 26.17 26.71 23.43 14.21 3.32 0.56 0.86 1.26 2.05 146.66 A. Sai Yok 13073 7.13 14.75 16.89 18.00 17.73 18.21 16.00 4.97 0.84 0.86 1.94 3.97 121.29 Philok Mine 13092 4.42 18.45 27.03 28.46 28.35 25.30 13.63 2.02 0.32 0.61 1.08 1.57 1I51.24 A. Bo Phloi 13102 4.21 8.28 7.34 8.64 9.35 12.84 11.07 3.39 0.55 0.69 0.92 2.41 69.69 Srinagarind Darn 13304 8.56 14.78 17.22 18.11 20.05 20.00 17.63 6.05 1.37 1.00 2.79 4.56 128.61 Nakhon Pathom. A. Muang Nakhon Pathom 23012 2.34 7.73 9.08 9.23 9.63 12.10 10.31 2.51 0.53 0.39 0.51 0.55 64.91 A. Nakhon Chaisi 23022 2.29 7.60 10.00 10.92 12.60 14.85 11.80 3.85 0.60 0.62 0.80 0.97 76.90 A. Sam Phran 23032 2.2S 7.33 8.71 10.57 9.97 13.73 10.32 2.18 0.28 0.55 0.71 0.97 67.57 A. Bang Len 23042 3.00 8.12 9.42 10.38 11.25 14.46 11.00 3.48 0.63 0.46 0.85 0.92 73.97 A. Kam Pharng Saen 23052 2.29 6.58 6.70 .. 7.56 9.24 12.31 9.75 3.14 0.60 0.41 0.58 1.00 60.16 Ratchaburi A. Muang Ratchaburi 47012 2.07 8.35 7.92 9.17 10.05 12.25 10.79 3.69 0.53 0.41 0.69 0.46 66.38 A. Chom Bung 47022 3.42 9.07 8.35 9.48 10.07 12.40 10.85 4.43 0.71 0.25 0.82 0.97 70.82 A. Damnoen Saduak 47032 1.55 8.00 9.15 9.82 10.5C 13.00 12.07 4.17 0.87 0.41 0.56 0.63 70.73 A. Ban Pong 47042 2.51 8.60 9.46 10.04 I l.00C 13.14 11.70 3.97 0.50 0.56 0.85 0.90 70.23 A. PhoTharam 47052 2.59 8.13 9.37 9.78 10.42 12.41 9.88 3.17 0.68 0.27 0.67 0.73 68.10 A. Ban Phae 47062 2.80 9.68 10.07 11.09 11.78 14.12 12.07 3.73 0.43 0.40 0.70 0.80 77.67 A. Pak Tho 47072 1.63 7.90 8.37 9.22 9.47/ 12.02 11.09 4.65 0.63 0.53 0.48 0.87 66.86 TABLE B-4 CLIMATOLOGICAI. DATA FOR TILE PERIOD 1961-1990 Station KANCHANA8URI Elevation of station aaove NISL 28 Index station ' 48450 Height of baromete.- above ?SL 29 Latitude 14 01 N Height of thertioneter above ground Longitude. 99 32 E Height of wind vane above ground Height of raingauge jr, Feb Nar Anr May Jn Jul Aug - Sep Oct Nov Dec Pressure (Hectopascal) Mean 1012.90 1011.15 1009.80 100$.36 1007.12 1006.77 1006.93 1006.95 1008.04 1010.17 1012.32 1013.57 Ex.t. nax. 1014.38 1022.15 1022.55 1020.18 1015.08 101;.76 1014.25 1014.38 101'.03 1018.68 1021.49 1024.00 Ext. nin. 1003.38 1000.98 1000.92 999.46 999.37 992.20 998.74 998.76 992.50 1001.85 1004.04 1004.02 Mean daily range 5.27 5.62 5.89 5.71 4.76 3.99 3.67 4.01 4.60 4.70 4.61 4.83 Temperature (Celsius) s.an 25.4 27.9 30.0 31.2 2?.7 20.7 28.4 22.2 27.8 27.2 26.0 24.t .,ean nax. 32. 3 5.! 37.3 33.1 35.S 22.7 3.3 33.1 32.8 31.7 30.7 30.7 Mean nin. 18.2 2.3. 2. 25.2 2?4. 24.4 24.4 24.0 23.2 2i.3 10.3 Ext. nax. 38.1 40.3 ;1.9 43.5 41.2 .5 5 39.7 39.4 37.9 37.8 38.0 37.2 Ext. min. 5.8 12.1 11.2 . 19.7 21.5 20.2 20.2 21.5 21.2 16.2 11.6 6.8 Relative Hunidity (7) .,ean . 62 60 57 59 70- 72 72 73 77 79 74 66 ?lean max. 86 84 81 81 86 87 87 88 91 93 90 88 Mean min. 40 38 34 38 51 57 56 57 60 63 57 47 Ext. min.. 11 12 13 15 22 29 31 . 35 38 31 27 24 Deu Point (Celsius) 1e3an 16.9 18.7 19.6 21.4 23.0 22.9 22.5 22.6 23.1 22.9 20.7 17.5 Evaporation (nm.) Mean-pan 137.6 153.0 210.5 221 7 193.4 156.6 167.3 161.2 139.5 127.9 124.6 137.2 Cloudiness (0-10) Iean 3.5 3.8 4.0 4.9 7.0 8.1 S.2 8.5 S.2 7.1 5.5 ? .7 Surshine Duration (hr.) NO OBSERYATION Visibility (km.) 0700 L.S.T. 5.2 4.9 5.8 7.9 9.4 9.5 9.S . 9.3 8.9 _ 7.8 7.2 6.5 an 7.8 7.0 Z. 3. 9.3 10.7 11.2 10.8 10.6 10.4 10.0 9.7 8.8 Uind (Knots) Mean wind speed 2.1 2.6 3.0 3.1 3.1 3.1 3.4 3.4 2.4 2.1 2.6 2.6 Prevailing wind NE SE I i - U- U U U U 14 NE NE Max. mind speed 25 24 40 45 32 33 55 33 40 30 31 30 Rainfall (M.) Mean 5.1 14.4 28.3 '75.4 152.9 82.2 95.3 102.3 212.9 198:2 70.2 8.6 iean_rainy day .9 1.6 2.6 6.2 13.7 13.6 15.6. 16.3 17.9 14.9 5.7 1_5 Daily naxinun SS.4 82.0 133.9 82.6 96.9 74.1 6s.8 99.5 165.5 162.8 117.6 45.6 Nu-Aber of days Aith Ha:e --_ 23.6 24.9 27A. 16.7 4.0 -1.5 -1.1 1 1.3 4.1 9.2 13.1 Fog. 1.6 2.1 .7 .0- .2 .2 .1 .0 .3 .7 .4 .7 Hail .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 Thunderstorm .2 1.2 3.4 8.3 11.9 4.2 4.9 4.3 9.0 7.9 1.8 .3 Squal l . 0 .0 .0 .0 -.0 ~ ~.0 .0 .0 .0 .0 .0 .0 Data processing sub-dik CliRatology dki neteorologic3l depar 12-C B-4 TABLE B-S CLIMATOLOGICAL DATA FOR THE PERIOD 1970-1990 Station THONG PHA PHUI Elevation of station above MSL 97 Meters Index station 48421 Height of baroneter above MSL 99 Meters Latitude 15 45 N Height of thermometer above ground Meters Longitude 98 38 E Height of wind vane above groand Meters Height of raingauge Meters Jan Feb lar Apr May Jun Ju! Aug Sep Oct Nov Dec Year Pressure (Nectopasca I) Mean 1011.57 1011.86 1010.65 1008.21 1007.06 1007.95 1008.06 1009.06 1008.61 973.03 975.44 1014.62 1020.43 Ext. max. 1017.33 1019.20 1018.66 1014.35 1012.02 1010.48 1012.92 1012.23 1013.86 1015.56 1018.58 1023.40 1023.40 Ext. min. 1006.15 1004.53 1004.79 1002.35 1001.96 1003.28 1002.57 1001.57 1001.37 1002.06 1000.01 1006.63 1000.01 Mean daily range 6.00 6.28 6.23 6.23 4.72 3.36 3.53 3.79 4.61 5.02 3.30 5.71 4.90 Tenperature (Celsius) Mean . 24.9 26.3 .47.3 29.2 28.1 26.6 26.3 26.1 26.5 26.3 25.0 22.2 26.3 Mean max. 33.0 34.5 35.2 36.6 33.7 30.s 30.7 30.4 31.6 31.3 30.9 30.8 -32. Mean min. - 16.1 17.7 19.3 22.3 23.3 23.8 23.2 23.2 22.9 22.1 - 20.4 14.5 20.9 Ext. max. 35.4 37.0 38.0 39.2 38.3 34.2 33.5 34.0 34.5 34.7 34.0 34.8 39.2 Ext. min. 13.5 12.0 16.1 18.2 2.1.2 - 22.5 22.0 21.0 21.5 18.0 14.0 9.5 9.5 Relative Hunidity (2) Kean 72 65 66 66 8i 87 87 88 36 86 79 7S 71 Kean max. 92 88 09 a8 94 96 96 96 97 96 9S 95 94 Mean min. 45 37 40 41 61 73 70 72 68 67 53 45 56 .Ext. nin. 34 20 23 17 35 -58 s5 58 54 49 32 36 17 Dew Point (Celsias) Mean 19.6 18.5 20.0 21.5 23.9 24.0 23.6 23.7 23.3 23.3 19.9 17.2 21.6 Evaporation (mc.) Mean-pan 117.7 133.3 170.3 169.2 132.3 90.0 87.1 80.7 93.0 109.5 103.0 108.0 1399.1 Cloudiness (0-10) Mean - 2.5 1.9 2.3 .. 2.7 7:3 9.1 8.8 9.4 8.4 7.1 4.6 1.2 5.4 Sunshine Duration (hr.) - NO 08SERVATIoN Visibility (km.) 0700 L.S.T. . 6.6 5.8 6:1 7.3 - 9. 7.2 7.6- 6.8 s.9s --4.4 - 5.8 - 3.9 6.3 Mean 8.1 7.1 7.7 3.8 9:3 9.1 9.4 8.4 a.9 8.3 9.1 8.2 8.6 Mind (Knots) Mean mind speed .1 .1 .1 .1 .1 .0 .0 .1 .0 .1 .5 .4 Prevailing wind N.SE NW N li S NINE NW IN vary SE SE SE - Max. wind speed 7 IS 13 13 IS 8 20 10 12 20 8 16 20 Rainfall (cc.) Mean 5.5 19.3 45.1 98s5 204.0 318.3 290.3 309.0 249.0 174.7 2S.2 3.0 1745.9 Mean rainy day :7 1.8 3.5 7.1 17.0 2s.7 26.2 27.s 23.2 15.3 4.9 .7 154.9 Daily maximum 42.1 57.7 - 68.0 97.6 108.3 108.7 106.5 79.8 97.0 104.6 118.9 14.0 118.9 NaRber of days with- Haze ' - 23.0 24.5 -- -2i7. l 1r .0 . .7 1.J 3.3 9.s 17.3 133.1 Fog -.0 .0 .S .1 .0 .0 .S .0 1.3 7.0 7.0 12.0 28.3 Hail .0 .0 .5 ! .0 .0 0 0 '.0 0 °5 Thanderstorr .4 1.0 3.0 9.4 10.0 3.8 1.8 S.2 11.0 8.4 1.2 .0 55.2 Sqiall' .0 .0- 0 .0 .0 .-- .0 .0 .0 .0 .0 .0 Data processing sub-division Cliicatology division Meteorological departnent 12-Oct-92 B-S TABLE B-6 POTENTIAL EVAPOTRANSPIRATION AT IKANCLIANABURI (CALCULATED BY MODIFIED PENMAN METHOD) Elevation ot station above MSL: 28.0 Meters Index Station: 48450 Height cf wind vane above ground: 15.0 Meters Latitude: 14 01 N No. Items Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. 1 Temperature ( C) 25.40 27.90 30.00 31.20 29.70 28.70 28.40 28.20 27.t30 27.20 26.00 24 60 2 Relative Humidity (%) 62.00 60.00 57.00 59.00 70.00 72.00 72.00 73.00 77.00 79 00 74.00 66.00 3 U7 (Knots) 2.10 2.60 3.00 3.10 3.10 3.10 3.40 3.40 2.40 2.10 2.60 2 60 4 U1J (Km./day) 62.33 77.17 89.04 92.01 92.01 92.01 100 91 100.91 71.23 62.33 77.17 77 17 5 ea (Millibar) 32.46 37.59 42.40 45.44 41.71 39.4 1 38 72 38 26 37.38 36.12 33.80 30 94 6 Rh/I 0 0.62 0 60 0.57 0.59 0.70 0.72 0.72 0.73 0.77 0.79 0.74 0.66 7 ad (Millibar) 20.13 22.55 24.17 26.81 29.20 29.38 27.88 27.93 28 78 28 53 24.86 20.42 8 ea - ed (Millibar) 12.33 15.04 18.23 18.63 12.51 11.03 10.84 10.33 860 7.59 8.74 1052 9 1(u) = 0.27 (1 + U21t00) 0.44 0.48 0.51 0.52 0.52 0.52 0.54 0.54 0.46 0.44 0.48 0.48 10 W 0.74 0.77 0.78 0.79 0.78 0.77 0.77 0 77 0.77 0.76 0 75 0 74 I t I -- W 0.26 0.23 0.22 0.21 0.22 0.23 0.23 0.23 0.23 0 24 0 25 0.26 12 (I --W).J(u).(ea- ed) 1.38 1.66 2.04 2.00 1.43 1.29 1.34 1 28 0 92 0.79 1.04 1.33 13 Ra (mm./day) 12.40 1360 14.90 15.70 15.80 15 70- 15.70 15.70 15.10 14.10 12.80 12.00 14 n (hr./day) 8.79 8.93 8.69 8.56 6.98 5.93 5.54 5.17 5.16 6.39 7.81 8.45 15 N 11.36 11.64 12.00 12.46 12.76 12.91 12.84 12 56 12.1B 11.80 11.44 11.26 16 n/N 0.77 0.77 0.72 0.69 0.55 0.46 0.43 0.41 0.42 0 54 0.68 0.75 17 0.25i+0.5(n/N) 0.64 063 0.61 0.59 0.52 0.48 U.47 u.46 0.46 0.52 0.59 0.63 18 Rs = Ra(02540.5(n/N)) 7.90 8.61 9.11 9.32 8.27 7.53 7.31 7.16 6.98 7.34 7.57 7.50 19 Rns = (I - ) Rs 5.92 6.46 6.83 6.99 6.20 5.65 5.48 5.37 5 23 5.51 5.68 5 63 20 f(t) 15.75 16.28 16.70 17.00 16.64 16.44 16.38 16.34 16 26 16.14 15.90 15.55 21 i(ed) 0.14 0.13 0.12 0.12 0.10 0.11 0.11 0 11 0 11 0 11 0.12 0 14 22 f(n/N) = 01.+0.9(n/N) 0.80 0.79 0.75 0.72 0.59 0.51 0.49 0.47 0,48 0.50 0.7 f 0.78 23 Rnl f(tQ.1(ed).1(nJN) 1.75 1.64 1.50 I.45 1.03 0.91 0 88 0 85 0 83 1.02 ,1.36 1 86 24 Rn Rns - Rni (mm./clay) 4.18 4.82 5 33 5.53 5.18 4.74 4.60 4.52 4.40 4.49 4.31 3 96 25 W. Rn 3.11 3.71 4.16 4.38 4.03 3.67 3 55 3 49 3.38 3.42 3.24 2.92 26 (W. Fln) i (I -W).f(u).(ea--ed) 4.49 5.37 6.20 6 39 5.47 4.96 4.89 4.77 4 30 4.21 4.28 4.25 27 C 1.00 1.00 1.00 1.00 1.00 100 1.00 tOo 1.00 1.00 1.00 0I o 28 Etp (mm./day) 4.49 5.37 6.20 6 39 5.47 4 96 4 89 4.77 4 30 4.21 4 28 4 25 29 Etp (mm./month) 139 20 150.29 192 27 09 d-7 I; P. TABLE 1B-7 LIST OF GAUGING STATIONS LACATED IN THE MAE KLONG RIVER BASIN River and Sution Name Provnme Station frainage [nation Period Ann I;aFlow 4A & , _______________________________________ Code Area Lat Long Mea Max Min Quac Noi River BaHin I Ouse Noi River at Wang Pho Kancbsnaburi Kg 6902 14°06'56 99008'20 1962-1974 610744 8281 4075 2Ouae Noi River at Ban Lum Sum Kandcanaburi IC10 7008 14005.40 99W10'26 1965-1993 579Z46 10158.3 1319.7 3Ouse Noi River at Ban Tha Kianun Kandranaburi K13 4047 14°43'50 98S38'32 1965-1990 4554.8 8419.2 46049 4 Lam Pbadri at Frontier Station Ratchaburj K 17 1355 13032'41 99021'22 1966-1990 700 49345 55.92 S Huai Mae Nam Noi at Ban Mae Nato Noi Kanchanabur X-22A 321 14026.44 980a48'08 1969-1990 323D7 616A4 146.52 6IHuai Thb Khlct at Ban Bung Ratdaburi K25 508 13025'42 99024'25 1982-1990 72.74 17123 14.08 7 1uai Xblhm at Ban Tha Sam Poi Ratdraburi K-29 232 130 34'45 99°20'19 1983-1990 30.14 72.41 7.63 8 Huai Bong Ti at Ban Bong Ti Noi Kanrcanabui K.32A 512 140 16'25 980 56 04 1984-1990 70.12 20282 11.97 9 Quac Noi River at Ban Wang Yen Kanchanaburi K.37 10630 130 55' 57 990 25' 3 19S4-1990 55818 730109 5048.52 10 Huai tin Thin at Ban Lin Tbin Xancdanabuti KX38 144 140 33' 40 980 47' 41 1985-1990 59.13 99,S2 31.84 I1 Huai tUng Thi at Ban Ung Thin Yancbanabui X-39 54 140 42' 20 98 40'18 1985-1990 17.94 27.8 15 54 12 uai Diso at Ban tHin Laem Xandranabur KX50 101 14038'39 98042'04 1987-198 22.92 32.35 13.49 13 Quae Noi River at Ban Hin Ptloeng Kancdanabud XN4 2570 14050.12 98033 00 1966-1975 422053 5819.5 3097.4 14 Nam Mae Reo Tint at Ban Nong Pong Dong Candranabur KN.5 308 150 117 06 98S 26' 00 1978-1981 564.84 507.33 337.44 ISQuac Noi River at Ban Phu Tod Xanchanaburi KE.6 6512 14018'12 9S059.0t 1969-1990 607257 102C2.6 1474.7 16Ouue Noi River at Thong Pfta Pium Kanchanabur KE.9 4047 14043'50 98638'32 1979-1984 4099.83 7865 411.6 Quse Yad River Basin I Ouae Yai River at Kaeng Rieng Kancdtnabur KV6 11010 14025'43 990OT04 1952-1972 4470.43 754Q17 2795.2 2 Lan Ta Phem Rivet at Ban Thung Na Nang Rok Kancbanabuti K 12 2340 140 09'15 99 25° 06 1965-1984 94.14 243.64 17.99 3 Ouse Yai River at Ong Cha XbtcX anadbu,ri YX 19 S437 14° 52'11 99 03 5 1966-1972 3435.69 4869.9 2500Q7 4 Quae Yai River at chno Wang Mamng Kanchanabur K-20 11184 14020.52 99010'4 1966-1976 4345.45 5994.3 293Z3 SLsm Ta Phem River at Wang Ydl Kancranabuli K.27 1921 14020.14 99° 29Y22 1968-1985 11539 432.03 11.11 6 Quac Yai River at Ban Nang Bus Kancdanabui K.35 14528 14003'22 99027' 3 1984-1990 294447 427053 203513 7fluac Yai River at Ban Tha Manao Kandtanabur KX36 11787 14009* 48- 99 16'38 1984-1990 312136 4904.98 200I1 8 Quae Yai River at Ban Nong Bua Kacndanabati KE.1 14037 140 03i 24 99 27' 48 1969- :977 432757 5 Q4S 2 73358 9 Quxe Yai River at Ban Wang Chtan Kanchanaburi KE.2 11352 14008. 48 99 18' 36 1969-1974 4652.98 60162 33828 10 Quae Yad River at Ban Tha Tbang Ns Kancdanabur XE.3 11428 140 15 00 990 13' 54 1976 4176 4176 4176 11 Quac Yai River at Ban Chao Nen Kancbanabui KE4 10509 140 24' 24 99°0r42 1967-1973 4206.61 6184.3 3071.4 12 Quae Yai River at Ban Xhbo Slob Kandcanabari KE5 106t0 14024 24 9900742 1974-1976 4975.57 S7244 40763 13 Quae Yai River at Ban Hatd Pana Kanatanabudi XE.7 5644 14 57s 54 99 05. 06 1969-1978 3285.57 43523 2015 14Quse Yai River at Ban Namn hIon Kandranaburi XE.S 4960 15012 30 98°54. 12 1978-1990 2813.28 4224.1 1127.3 ISQuse Ydl River ot Jloao Qlod Kandranabani KN.1 5530 1405536 99 00712 1965-1971 304641 409&3 2307.6 16Huai Rita Xhaeng River at Klhao CIrod Kandranabun KN.2 2350 14055'54 9900718 1965-1968 13932 11156 95.06 17Huai Xhiong Np at liuai Xtiong NV Kandranaburi KN.3 351 14°46'24 99000 18 166-1972 464.13 527A 34335 Mae Kiong River Basin IMae Klong River at Tha Muang Kandcanaburi K4 26441 13°ST3S 99°3S'11 1939-1969 12407.8 21293 6411 2 Mae Kbng River at Ban Thatn KIndrbanaburi IC8 26421 130 58' 06 99° 35 12 1957-1968 11000.7 14557 7687.7 3 Mae KIoM River at Ban Wang Kha Nai Kandhanaburi Kll 26449 130 56' 55 99038- 42 1965-1990 8653.32 16389 31963 4 Wang Yai River at Sanmnak Mai Teng Ratd,abuti I 28 J1831 1977-1990 24.01 64.46 1.75 B-7 0Z S I S '2 S-CC 00. 0.- 000 SON ON ON C-SO 000 '.04-C.m 00000000Sn0000t0C- I 0 '.0 I Sn 00 5-0 CCN 0 0 ON Sn d- 0 0 '.0 0 ON --S 5-0  00 '.0 I ..o -r '.0 4-0 0 -0 e-.S C-S C-N a--i 0 .4- '.0 00 tn tO 5.5 '.0 0 4 CCC I 54 C- #0 5 - ON 54-S C-S *O '.0 CI C-N Sn 1 *.fl 0 '.0 00 0 C-i C-I C- Sn tn C*4 0 t 0 Sn tn C) SC5 00 '.0 ON 0 I I r,s,- 0 0 ct ss-, at o *--. 5.-s a' '.o oo C-I r--- c-  C-I S- ..N . 0.4= --SO-S '.0 .--S s-S -t 0 0 '44 '-0 C-S - C-S 0 C- ON .fl  I CC CC 530 5 4: 0 .--. C- 4- 0 CIt CC 0 (SQ CCC tN F- I- 0 00 *- o 0 0 - 4-1 00 0 -ON 50 0 0 00 .-S C- .4 CIN 0 C-N 00 0 0 I 5.4CC 0 0 I C I 4-- ON *O t 550 4N 0 0 tN 5.N t- C-N C-i 00 SN t- 55CC COC-100C--CC.CCI00SCN 00 '.0 C-IN 0 C-* CN 00 tiN-O-.---SSC4--)00.-- ON 0 -- 5 00 a 0 C-I '.0 S-SN tO S-CC S-N 'C) N 00 Sn C- -5 '.0 '.0 00 40 Sn '.0 S-S-N ON C-- C--i 0 C-- .rC C-- 'C 'C C 4 00 '.0 '.0 00 '.CC-.S-NCnC '.0 5 0 C I a -. 40 4 * SCO I S S a a I a a a I I I I S - I 0 0 0 'IC ON (- C1 Sfl a-- 0 5-. 4-SN 0 0 Sn ON C-N 4l o -4 0 t.- 0 0 00 C-- S-i 4= 4.-.. 0 Sn CC. ON 0.......-.0 C-i ON 0 0 ON S - 0 CO 5005 . 5 0 I SC.) I 04-CO 04--i .'.0-.OON5.-NOS--iO-,o C-SO S-flCIO5--00C-40tC00... C-i'C OONC-t.--.OONO'.00-.-.0 I 4-- -SI- I * Ct.. I -. - t- C- SOS C- '.0 t.. '.0 ON .0 0. 0 0 C-- 05 CO C C C- 0 00 C-C C-S 00 '.0 I= trt t- 0 S-SO 0 00 00 C-- 0 0 ON ON 5,4 0 ON I C-I Co I a * -- -- - -- - - - I Sn a I In * I a a a a I I S a I . 4 CC 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0000000-COSn ON - -. 0 - Sn 0 CI ON ON ON Sn 00 - 0 5 0 0 -- I a.a 4 -54 I S.C 0 C-I Sn ON C-I - CI 'C 0 0 tO 0 '.0 Sn Sn Sn CC Sn 0 0 C-) 0 00 Sn '.0 00 '.0 - 0 ONC-.Sn00 0 '.0 - Sn 0 - a C- .-- 4 I Sn I C-SC'N0O0.---.OOONS.--NO-4--4- .SSOCO.SC-1O'. C-I-.00C-S'OON'.OSCOO C-C-S.-00.-SC-C-00C-CON'.C a 00 C4 a -S…- 40 * C) CC CC CC CC 0 0 0 CC .fl 0 0 00 0 0 0 rO a  irS. 0 0 0 0 0 0 0 0 .t 0 '.0 C- C - 0 0 440 ON Sfl 0 C 0 0 00 40 4 0 C-I C1 * 04- S.C 50 .0430 50 0 '0 4- 'C "S St -- Sn '0 (0 Cit 00 0 0 C-i C-I t- '.0 CC 0 0 - - 0 ON 0 ON 530  0 530 0 4-fl 0 0 0 a o CCC 0 5 ONtO00CO00'.ON5,n00S-S4-0S=C0Sm'.0SN.SnOC4.SOONC-00OON.4ON0SS-, _ a 4 00Sn00C-COCO.-S00'.0 4 C- CCC 4 4 ' S -, 4-i -*4.-IC-i - *-S*oS0S SO 00C-S C-i…I Sn ..-. a a a a a CC '¶3 0 0 CC 0 CC 0 0 0 0 CC 5CC CC 0 0 CO 0 0 0 0 0 0 0 0 C-i C-I 0 Sit 0 C-i 00 CCC 0 '.0 CC. ON 0 0 0 SC Sn I C-C C-I C- 4 *...a * C-S tO *O CC Sn 30 4- ON - 'SN 00 '.0 Sn C- C- ON tIN 0 0 C- 0 00 C 00 S-tN 0 C--OSflSnSn '0 00 SO- 00 00 0 ON 0 0 0 Sn I 0 CC 4 Ct 0-4- ON Sn 0 0 '.0 00 C-) C-i 00 0 0 C-- 0 Sn '.0 Sn ON 4-C 0 .-4 - C- C- tn 0 5.0 Sn 0 C- Sn 00 0 - '.0 Sn C-C Ct 0 '.0 40 4 00 SiC I 4 55-N t 4-I 0 S-SN 0 tO 4-i 4i55i-C-SSnOC--iC-.lC5.-.tSSNCSNC--.ISn tn SC '. Sn s--S 4--i-S--I 4-i t '.0 4-SO S-100.--. C-1 S-n C-S -5 4 0 C'N z - 4 000000000000000000000000000 Sn 0000 0 0000Sn0C-I..0 0 4 5-0 5 I 00 4 00 '0 0 tO C- S-n at o C- 0 '.0 0 C- 00 0 '.0 0 C-I 0 '.0 0 Sn 0 0 0000000SnONSn00SnSnC- ON 00 Sn 0 0 4 0 -t 4 '.0 I a-i 0C-t'.000C-.S '.0 C-SC-SCSC-.IS,-NO 00 00 -.4- 0 '.0 C- 00 ON - 0 '.0 00C-OSnSnOCSN '.0 0 C- - 0 0 ON C--S 0 Sn 4 - C-I 4 5 00 C-400Sn04NC-o 0 0 ON 00C-SnS-0 IC-C-0.t 0.0 CI '.OC-5.-55-CC-00C- 00 00 ON Sn '.0 0 0 C- - C- 0 5 00 CtN b C) S - -- 00 - C--I - 4 00 4 4 000 * - I 0 0 0 0 0 0 0 000 00 0 0 0 0 0 CO 0 0 C' 0 0 00 0 0 C- 0 0 00 0C-00C- 0 0 0 CC 00 0 4 0 C-I CC I 5S -- I a *0 a e--i 4 - 4-- 0 0 0 0 CC 0 0 0 - 0 s-S Sn 0 '.0 0 0 0 Sn 0 0 0 tO 00 C- 0 0 0 C- 00 0 0 ON ONOCC000Sn 0 I '.0 0 I -CC I SiN 00 0 0 tO Sn S-n Sn '.0 0005-nSn.--S *-SSnSnSn ON 00 0 C-I '.0 0 00 - C-i 00 0 0 0 0 00 0 0 0 Sn 004-0 Sn I 0 C-I S - (&V a a 5.5 c-I o 0 0 00 - s-os 0 ON '.0 0 0 30 0 0 '.0 CC C- '.0 '.0 - ON ON ON Sn 0 'C C- 0 0 Sn 00 30 Sn 00 C-N 0 '.0 00 0 40 I 00 ON 4 4554 a * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C- 'SN '.0 0 0 - ON S-SC 00 - C C- 0 00 00 0 S-.C I 00 0 04-N I 0 CC C, 0 '0 00 Sn C- I .0 - 4 0 Lu I '.0 00 to o 0 C- 0 ON tO 0 0 0 '.0 C- 0 0 00 0 0 '.0 0 00 00 C- C- 0 0 0 ON C- C- - 00 0 00 0 C- 'SC 0 '.0 I 0 C- I 0 f-S 0 50 00 '0 00 ON ON 0 S5N Sn St ON Sfl 0 0 Sn Sn 0 SO Sfl '.0 0 - C-4 Os ON 50 '.0 tO C'S 0 0 ON Sn 0 - I C- CI I - Sn 550 Sn ON 00 C- 55-N 00 '.0 00 00 0 tO 30 0 004t0Sn0..50000 S CS '.0 00 '.0 S SnCSNC-C... 'C t C- 00 I 00 tO o - 00 00 - 0000 00 40 I 00 40 5 0CO a I Ii - 5 0 CC 0 0 0 0 0 CC 0 SC> 0 S 0 0 0 0 CCC 0 0 0 0 0 'CCC CO 0 C-I 0 00 '.0 ON SC -C Sn CC 0 C-N 55-0 00 0 ON 0 4 0 C-I 'C I SIC S-i SSSSSSS5SSSSsSSs*5555S*S* .o 05 S S Sn 0000 Ci 000 Sn Sn 30 CO 000 Sfl 04-00-k 5tN -O n a 0-4-00 Sn 0 '.04-CC-i Sn C- 004-0 I 00 -- I 004.1.) - 5 5 IC- 500 I 04 0 S 5 CC CO C CCC 510 0 0 0 0 0 0 0 0 0 0 30 CO 0 0 0 0 0 0 30 0 ON -n 0 0 0 CC 0 0 00 0 0 0 0 0 'C ON S Sn 0 'IC I CS-. Sit 05 I '0 5 5 CS.b4i-S '.0 C- SI 0 Sn C- CC '.0 -CC 0 Sn .t 0 C-i C- 0 0 0 0 C- 04- 00 t- 00 0 Sn 0 0 30 0, -iS 00 0 4-C 0 C- C- 4 C-N C-S Ot 0 0 00 "C 0 0 0 0 '.0 '30 Sn 0 Sn 00 CS'. 0 00 0 Sn 0 0 -C 00 'C 00 4- Sn Sn Sn '.0 00000000 0 tO 00 4 0 S-t H 1 -s--C0--..-. -0000 000 0000--S00…0 '.0 0 000 a - z a a 0000 4 I 00000 0 'C 0 55 0 -30 SC> 0 - 0 0 0 0 CO ON Sn 0 '.0 4 - 0 -0 0 00 0 0 00 -n r-- 4--- 0 C 0 ON 00 40 00 0 tO 0 4 C- 0 4-IS 5 00 00 O :>:  I0.S (05.415.1 C--30500C-0 .S 00Sn0Sn00SSNC-Ct,S0t-S-tC- ON00C--Snt00'.0oSn0C-0S-SC-44nSOsnOC-ON 5 0 ON 4 0000 SC.) ONOC-0 0.1 s-000Sn OCSn4N00iC00 OSn4--iC4-r-CC-SON4--CC00OO'C '.1- 0 ---t 5 00 I - -rC,---Co Ci 430 C-i 9 4- 0 30 St 0 t 0 0 Sn 'C CI 0 ' S-i C-i 0 C- 0 '.0 Sit -0 ON 00 C- 0 'SN 0 0 0 '.0 '.0 0 45- '.0 C- ESi Si 300'nOSn C-SO 05tNC -30t---SnC-ISn atC-I -5 0Sn00 000 0SnS-SC I 00 C-i 5 -- 515-. 0  4-- 55-4- '30 *5N SO -I C- CC 30 '0 C4- -4 Sn 4- -0 C 0) CC C- '.0 t0 C--I'S. S'S 0 O- 0 CC OC-50.t C-Sn I 0 C- 4 S 4 4 --5------ C- C- ON  ON 00 00000 iOiI :! 00-i0 00 I OC- C- Sn 4-CC- - 000 -S4-t,NC C-SO-k-. CC --4 C-i SnO Sn-Or-- C'. 54-0 S---.OSn-Sn'.Ce-0ON0 --SO 0--Sn-0C- 000-0-0 4.0 0 SON 30 0 40 tOt ON ON ON ON 4 4 Cii ON ON ON 04- SiN ON ON ON ON ON I I-S Ct H I I TABLE B-9 MONTHLY INFLOW OF KIIAO LAEM DAM UNiT MCM YEAR APR. MAY. JUN. JUL. AUG. SEP. OiC. NOV. DEC. JAN. FEB. MAR. ANNUAl 1965 37.9 62.2 791.5 1720.6 1353.7 899.0 621.4 184.2 94.9 71.2 49.7 39.9 5926.2 1966 30.8 71.4 177.6 1003.7 988.5 1744.6 418.4 147.5 94.0 63.2 43.7 36.1 4819.5 1967 30.9 75,3 225.6 452.5 2054.6 1266.9 700.12 204.0 103.4 66.1 45.3 43.3 5268.1 1968 31.5 63.4 136.2 408.0 1440.6 1123.8 489.5 166.3 83.4 53.3 28.5 15.3 4049.8 1969 31.9 95,9 408.0 887.6 2316.1 1121.9 623.3 234.1 109.0 68.0 40.8 31.5 5968.1 1970 31.1 48.0 126.8 743.9 964.7 931.4 446.8 192.7 116.5 67.5 40.2 34.6 3644.2 171 26.1 37.9 629.9 1494.1 1016.1 662.2 443.1 159.7 88.3 55.9 36.4 29.0 4678.7 1972 31.6 .35.1 698.3 2814.7 1761.8 1222.1 748.7 269.0 153.1 90.8 54.2 50.4 7979.8 1973 29.3 54.8 732.5 1092.4 1312.7 1249.7 602,4 167.2 90.4 46.6 29.1 34.0 5441.7 1974 34. 165.4 7460. 611.9 2089.0 132.5 700.2 311.5 143.7 94.0 53.0 42.1 5724.1 1975 32.8 60.1 409.9 107.8 1170.5 838. 1 712.6 254.9 123.1 56.9 34.9 28.7 4430.3 1976 12.7 4.6 186. 1 723.0 999.9 1071.4 673.6 284.1 108.1 57.0 30.1 30.0 4285.6 1977 24.1 54.5 124.0 631.8 1136.2 1196.3 355.0 138.1 90.2 51.7 32.1 21.8 3855.8 19 18 23.2 43,2 102.4 271.9 1968.4 1291.7 1105.1 220.0 127.8 66.9 38.7 32.0 5291.9 !971 23.9 66.1 223.d 731.6 1737.9 633.7 517.9 145.6 81.9 53.6 34.8 27.6 4278.4 1980 i8.5 74.5 121.2 315.3 608.1 909.5 409.0 180.4 97.1 62.2 41.9 31.6 2879.9 1981 28.2 76.1 1079.0 1069.5 2983.6 899.0 656.5 280.4 156.0 104.3 65.0 52.8 7451.0 1982 44.) 50.8 368.3 1212.5 3329.3 1231.6 528.4 207.7 127.8 82.6 55.0 44.1 1283.0 1983 24.4 24.9 62.9 133.4 391.9 447.8 899.0 244.5 112.7 74.0 55.5 40.3 2511.3 1984 46.9 27.4 864.6 569.3 1598.5 985.4 604.2 195.6 94,4 75.8 40,7 41.7 5144.5 1985 66.6 96.9 1043.0 1566.1 1935.3 1402.7 466.9 192.3 59.9 48.0 41.6 25.9 6945.2 1986 36.4 140.5 270.1 702.2 1057.0 562.8 364.9 135.8 63.6 46.2 19.1 71.6 3510.2 1987 21.9 25,3 286.9 449,6 831.8 1000.4 587.6 207.4 76.9 64, 35.,, 5.5 3593.4 1988 56.0 266.1 723.4 561.7 1121.3 580.4 949.6 239.4 98.8 78.7 38.5 30.9 4744,9 1989 17.5 80,4 188.9 365.0 1140.4 683.4 362.8 108.2 40.9 41.6 19.0 4.8 3053.0 1990 23.9 67.7 447.4 763.6 871.0 1028.7 737.5 157.5 73.3 40.4 29.5 14.0 4254.7 1991 15.4 33.1 980.4 1327.8 3180,9 719.1 461.0 90.1 42.8 48.5 20.0 1.5 6920.5 1992 8.4 34.0 155.0 506.9 1729.8 774.7 430.8 129.1 96.2 54.7 29.3 26.1 3975.0 1993 18.8 51.4 151.8 586.7 1890.9 943.4 327.5 88,0 42.9 40.4 14.0 21.6 4177.3 TOTAL 879.7 2172.6 12462.3 24425.1 44880.5 28154.3 16944.4 5535.3 2791.7 1824.5 1097.0 918.8 N 29 29 29 29 29 29 29 29 29 29 29 29 29 AVERAGE 30.3 74.9 429,7 842.2 1547.6 970.8 584.3 190.9 96.3 62.9 37.8 31.7 4899.5 NOTE: 1965-1978 COMPUTED FROM RUNOFF AT GAGING STATION QK.13) 1919-1983 COMPUTED FROM RUNOFF AT EGAT GAGING STATION (THONG PHA PHUM) 1984-PRESENT ESTIMATED FROM RESERVOIR WATER BALANCE B-9 TABLE B-10 MONTHLY RELEASE OF SRINAGARINDH DAM r r. ___ YEAR [ APR. MAY JUN. JUL. AUG. SE;P. OCT. NOV. DEC. JAN. FEB. MAR._j ANNUJ. 1978 1243 78.8 5.1 5.2 4.7 2.1 1.2 1.2 1.2 5.7 95.0 154.8 4792- 1979 070.1 94.0 29.4 5A 5A 5.2 14.5 1144 114 54 44.5 134.0 633., 1980 149.6 1053 32.2 30.3 15.A 5.2 11 3 a.5 24.8 40.1 181.1 199.7 803. 1981 241A 138A 71.6 49 0.0 o0o 18.6 09 58.3 56.0 289.9 3635 1293. 1982 334.0 309A 253.7 316.7 173.0 516.3 316.0 280.8 287.6 293.0 344.2 465.2 3894. 1983 5309 546.1 541.9 372.4 331.1 216.D 105 3 111.6 148.2 149 2 386.4 498.2 3937:. 1984 486A 458.4 323.2 211.A 3909 532.2 2723 478D 1315 227.9 382.0 527.8 4422 1985 459.1 3722 206.6 135A 140.9 135.4 111.8 1009 13830 118.1 134.3 473.3 2531 1986 691.2 411.1 6s8.7 582.8 680.1 604.8 262.6 207A 2335 251.1 201.6 402A 5217.; 1987 392.2 3ss9 359D 263.2 360A 233.7 247.7 221.2 113.5 128.4 126.6 241.1 303.s 1988 209.7 260.2 306.5 444.6 437.9 423.6 335.1 351.5 313.8 235.2 338.2 534.8 4191. 1989 583.7 641.6 5955 408.7 447D 457.3 477.8 4679 187.7 2669 329.3 4195 5283.' 1990 3089 380.0 303.3 325.8 420.2 421.3 397.5 3915 307.5 438.6 3WA). 467.5 4572 1991 473.8 4689 346.3 319.5 460.8 554D 479.8 530.7 3965 369A 441.1 621.3 5462. 1992 526.8 4S1.| 519.0 420.2 2985| 466A 4305 3895 436.8 315.8 432.2 514.6 5282. 1993 4023 3813 4335 239.2 183.2 297.b 252.9 302.1 199.8 275.0 3489 434.2 3305o ME"A 3803 3479 313.5 258.5 272.5 304.3 233A 247.4 190.3 201.6 277.2 403.6 3430.! MAX 691.2 641.6 638.7 582.8 680.1 604.| 479.3 530.7 486.8 488.6 441.1 621.3 5462. IdlN 124.3 7S.8 5.1 4.9 0.0 0.0 12 09 1 2 5 A 445 134 4793 N 1 6 1 6 1 6 1 6 16 1 6 1 6 1 6 1 6 1 6 16 16 1 6 AVSRAOB 449.74 420.67 417.60 35438| 381.56 39998 332.86 329.19 264.68 27206 301.42 457.08 4381.^ File. MR:S-3 B-10 TABLE B-Il MONTHLY RELEASE OF KHIAOLAEM DAM UNIT: MCM YEAR APR. MAY JUN. JUL. AUG. SEP. OCt. NOV. DEC. JAN. FEB. MAR. ANNUAL 1984 0.2 13.0 1595 39.6 40.3 39.0 291.6 1985 37A 34.8 34.7 744.5 553.6 1015.3 128.3 156.6 418.A 324.7 280.9 396.0 4125.2 1986 433.3 530.2 678.5 418.8 697.0 634.7 251.5 206.0 249A 181.8 259D 286.9 4827.1 1987 222.2 299A 417.2 294.2 402.8 320.7 254.9 226.1 83.0 208.2 3574 530.2 366.3 1988 473.7 355.5 291.6 295.6 300.7 323.2 149.2 74.1 80.2 215.1 191.1 325.0 3075.0 1989 271.2 486.3 526.2 2D7A 236.6 390.7 283.4 211.6 259.8 278.3 443.7 582.6 4177.8 1990 543.2 595.6 303.8 311A 491.7 485.0 483.6 365.0 170.7 266.7 222.6 426.8 4666.1 1991 385.2 249.7 144.6 291.2 560.4 781.8 611.7 626.5 402.6 315.2 341.2 580.9 5291.0 1992 482.3 442.1 556.5 513.1 447.9 412.2 528.8 353A 214.2 97.6 268.2 370.0 4686.3 1993 432.7 310.7 199.7 227.6 407.1 333.7 179.6 236.8 172A 236.5 370.6 528.3 3635.7 MeAN 364.6 367.1 3503 367.1 455.3 521.9 287.1 246.9 22110 216A 277.5 406.6 3839.2 MAX 5432 595.6 678.5 744.5 697 1015.3 611.7 626.5 418A 324.7 443.7 582.6 5291.0 MEN 37A 34.8 34.7 2074 236.6 320.7 0.2 13.0 80.2 39.6 40.3 39.0 291.6 N 9 9 9 9 9 9 9 10 10 10 Iv i0 AVM.AGE 36458 367.14 35031 367.09 455.31 521.92 319.00 272.90 227.86 236D01 303.86 4474A 423339 (1985-1993) File: MRS-'HA2 B-11 TABLE B-12 MONTHLY INFLOW TO VAJIRALONGKORN DAM UNter MCM YEAR APR MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. JAN. FEB. TMAR. ANNUAI 1965 -2.7 9.8 365.5 -142 3633 313 574.6 253.8 152.1 89.8 82 71.3 21305 1966 44.8 30.6 0.4 -319 2935 113.4 279.6 1735 107 79.8 58.8 53.9 916.3 1967 26. 267 34.4 -4 IJ0.4 246.1 463.8 216 ;333.6 7 .9 3. 1968 41.1 91.6 11.8 -67 69.4 233.2 424.5 160.7 92.6 60.7 -8.8 -23.8 1086 1969 13.6 -22.8 38 -168 692.9 407.1 327.7 573.9 128 92 68 60.8 2211.2 1970 58.6 435 13.2 11.1 1293 342.6 254.2 2093 2775 1295 75 73.1 1616.9 1971 38.4 29.1 15.1 -8.1 395.9 323.8 324.9 299.3 91.7 66.1 45.2 25.2 1646.6 1972 32.8 -5.7 -30.3 72.3 665.2 375.9 3873 389 277.9 120.2 164.8 495 2498.9 1973 385 335 645 110.6 173 393.3 559.6 291.8 114.6 64.4 46.6 21.6 17563 1974 48.6 30.6 256.2 112.1 525 5275 1275 5565 214.3 136 78 70.9 3830.7 1975 55.2 64.9 53.1 115.2 1275 251.9 396.4 270.1 75.9 56.1 31.1 26.3 1523.7 1976 48.2 54.4 128.9 62 199.1 515.6 401.4 697.9 194.9 115 77.1 73.6 2568.1 1977 1155 1255 104 1502 2953 228.6 131.9 67.4 2 27.3 13.7 4.4 1265.8 1978 101.9 135.9 40.6 117.1 85.6 435.3 465.3 134 38.2 31.3 108.1 162 18553 1979 1695 90.1 -77.6 257.4 237.1 823 1 322.1 135 17.5 23.2 45 121.8 1423.4 1980 175.7 106.3 23.1 84.7 36.9 2495 342 128.6 643 46.8 185.1 207.4 1650.4 1981 269.8 284.3 572 .449.5 756.4 583 4395 880.6 162 120.7 276 343.2 5137 1982 447.1 381.2 264.7 7005 1097.7 1163.4 646.6 41623 3652 304A4 352 426.9 6566 1983 582.6 628.1 598.1 430.6 426.1 463.2 1068 7235 301.3 210 433.5 544.7 6409.7 1984 544.1 526.6 526 400 551 757 584 577 368 297 386.1 546.9 6063.7 1985 524.9 444 413 1285.9 1015 .1883 1284.1 654 689 537 433 875 10037.' 1986 1280 1310 1699 1211 1635.9 1503 1266 564.1 616 572.9 493.9 775 129261 1987 773 809.1 926 629 885 829.8 801.2 927 37823 36623 589.9 854 8768.6 1988 821.2 938.7 10335 925.5 1069.7 1340 2063.3 735.9 529.9 532.4 537.1 9373 1 11464.- 1989 940.8 1134.3 1343.8 753.7 844 1020.6 1031.6 845.4 560.6 652.4 757.2 1126.1 11010.^ 1990 973.4 11365 802.6 804.8 1 077.1 1114.9 2103.9 1664.8 914.8 1361 1103.8 1730.4 14788 1991 904.9 810.9 599.1 7455 | 1715.9 1569.2 1593.9 1323A. 8932 651.4 7843 1227.9 12819. 1992 1060.7 948.4 1041.9 927.2 920 895.1 13623 886.9 7025 4212 6655 940.9 10772. 1993 856.9 772.3 693A. 561 822.7 8743 839.6 680.8 380.4 53723 775.7 9693 8763., MEAN 378.8 3782 398.4 349.8 589.0 656.4 759.1 5323 304.9 269.0 301.1 4263 5343.^ MAX 1280 1310 1699 1285.9 1715.9 1883 2103.9 1664.8 914.8 1361 1103.8 1730.4 1478F Mi -2.7 -22.8 -77.6 -319 173 823 131.9 67.4 2 23.2 -8.8 -23.8 9163 N 29 29 29 29 29 29 29 29 29 29 29 29 29 AVERAGE 903.98 922.69 950.26 87151 1109.48 122554 1371.77 92026 629.41 I 625.77 682.27 1048.43 11261.? I(19&t1993)l 1 1 1 1 B 12 B-12 TABLE B-13 IRRIGATION DIVERSION OF MAE KLONG IRRIGATION PROJECT (MCM) YEAR APR MAY JUN JL AUG SEP OCT NOV DEC JAN FEB MAR ANNUAL 1965 571 828 279 622 540 265 480 320 139 109 308 589 4,506 1966 605 275 221 359 210 182 261 310 119 79 319 597 3,536 1967 487 414 319 453 985 299 36E 360 145 79 328 570 4,808 196S 460 509 153 542 842 302 344 341 146 69 321 517 4,543 1969 3611 512 151 462 527 318 319 260 146 78 306 525 4.215 1970 519 494 74 327 570 239 471 305 101 76 312 485 3.972 1971 488 424 201 527 439 230 309 374 136 79 347 493 4,048 1972 381 657 23 799 231 305 164 109 79 321 538 4,263 1973 667 518 126 496 S05 119 476 291 145 79 320 465 4,508 1974 329 573 199 333 613 202 234 259 144 44 320 589 3,840 1975 545 355 194 491 588 112 213 212 123 78 339 501 3,750 1976 586 430 287 349 369 373 181 190 146 79 314 549 3,53 1977 493 375 231 460 676 288 497 343 137 50 291 591 4.431 1978 488 413 170 238 938 215 426 390 146 78 313 595 4.411 1979 573 629 113 551 872 256 722 391 146 79 343 579 5,254 19S0 664 522 70 442 512 301 262 261 146 79 307 566 4,132 w - 1981 527 338 268 262 625 263 508 112 146 79 311 578 4,017 1982 363 541 190 454 800 411 354 297 142 79 321 592 4,544 1983 683 539 196 204 255 216 249 129 142 68 324 498 3,503 1984 600 567 262 426 1142 207 476 356 144 68 315 580 5,134 1985 532 386 290 381 779 185 318 237 145 79 320 597 4,249 1986 633 517 219 350 852 286 215 270 137 79 315 594 4,466 1987 522 591 245 668 941 330 2117 104 140 79 326 592 4,825 1988 506 547 231 284 566 247 316 415 146 64 310 539 4,172 1989 662 560 119 477 679 289 429 319 146 79 321 517 4,596 1990 630 499 289 572 942 292 2217 277 144 56 265 463 4,624 1991 559 683 278 574 677 238 2:12 394 85 76 331 596 4,703 1992 580 430 350 480 625 370 635 420 218 79 330 595 5,112 1993 630 543 289 410 675 265 7'20 612 280 79 291 485 5,279 AVG 548 487 212 438 683 259 372 300 145 75 316 550 4,385 TABLE B-14 WATE]R DIVERSION TO THA CHIN RIVER JUNIT: MC(M YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR ANNUAL 1985 42 16 19 21 36 47 0 24 9 0 0 0 212 1986 0 0 0 0 0 35 3 6 6 2 15 33 100 1987 26 22 21 31 40 25 34 21 5 6 27 38 293 1988 29 15 14 19 19 11 0 8 10 23 57 90 294 1989 91 58 85 80 62 72 44 47 48 49 131 148 916 1990 111 102 53 101 116 139 14 1 15 53 94 123 921 1991 83 49 51 99 170 48 25 71 80 86 163 236 1,160 1992 199 156 166 121 69 93 79 27 44 69 91 220 1,334 1993 156 136 108 77 78 69 30 29 51 159 207 191 1,:z90 MEAN 82 61 57 61 65 60 25 26 30 50 87 120 724 1985-93 MAX. -199 156 166 121 170 139 79 71 80 159 207 236 1,:334 MIN. 0 0 0 0 0 11 0 1 5 0 0 0 100 TABLEB-I5MEAN MONTHLY FLOW AT DOWNSTREAM OF VAJIRALONGKORN DAM (BAN WANGKANAI-K.11) BEFORE OPERATION OF SRINAGARINDH AND KHAO LEAM RESERVOIRS YEAR APR MAY JUN JUL AUG SEP OCT' NOV DEC JAN FEB MAR ANNUAL 1966 14489 137.98 209.61 382.06 1067.30 1824.16 2767.14 1252.11 569.2 369.45 250.56 168.65 9143.71 1967 103.52 160.41 345.24 536.70 2794.22 2187.55 1819.51 608.81 332.43 211.47 146.05 134.47 9380.38 1968 119.84 259.8 234.75 578.19 2231.80 1823.99 1318.72 478.92 270,17 187.23 112.92 95.04 7711.37 1969 81.14 143.61 626.05 1080.09 4100.97 2486.78 1653.88 1166.49 395.31 274.08 183.89 150.77 12343.06 1970 142.56 172.28 267.84 1119.05 1669.59 2026.68 1463.53 800.84 644.37 322.36 188.18 170.55 8987.83 1971 139.88 169.69 919.04 2195.25 2051.65 1640.74 1243.99 726.11 320.03 224.21 156.21 133.44 9900.24 1972 127.53 131.67 792.89 3714.77 3333.05 3257.88 2302.65 1137.72 736.39 364.87 203.13 183.00 16285.55 1973 115.79 170.23 1187.38 1654.00 2029.86 2698.38 2117.30 744.46 391.91 233.92 152.22 117.5 0 11612.95 1974 155.38 336.57 1275.34 940.89 3703.15 2172.87 3356.55 1459.52 626.79 441.71 251.61 204.16 14924.54 1975 140.01 241.77 665.03 1216.29 1878.99 1909.52 2272.55 1159.9 479.93 292.67 176.21 133.8 10566.72 az 1976 112.01 337.37 458.52 1045.34 1561.90 2427.73 1589.71 1494.15 527.12 302.62 156.7 123.28 10136.52 enI 1977 86.83 133.13 154.69 632.32 1388.91 1192.5 252.97 70.92 73.46 79 75 46.64 59.34 4171.46 1978 47.14 72.71 121.19 312.34 1869.06 1501.37 1393.53 209.64 151.58 94.25 91.79 109.63 5974.23 1979 104.98 85.22 86.45 812.99 1703.61 440.02 574.52 76.60 80.45 71.82 51.82 54.35 4142.83 1980 95.21 95.79 91.31 213.71 411.17 893.94 627.62 207.72 150.64 106.38 158.05 147.35 3195.89 1981 171.42 286.93 1582.42 1380.15 3519.24 1251.33 906.42 1070.93 308.19 221.88 236.22 231.98 11167.81 1982 471.23 410.83 644.03 1739.58 4106.42 2121.72 915.32 491.18 571.36 468.55 379.12 409.45 12728.79 1983 447.47 539.05 554.95 360.89 581.64 704.33 1811.98 871.00 386.81 277.95 386.55 419.47 7342.09 1984 419.24 445.78 414.11 222.36 180.33 384.96 245.27 219.77 321.15 285.43 218.84 282.24 3639.48 MEAN 169.79 227.94 559.52 1059.84 2114.92 1734.02 1507.04 749.67 386.17 254.24 186.67 174.13 9123.97 MAX 471.23 539.05 1582.42 3714.77 4106.42 3257.88 3356.55 1494.15 736.39 468.55 386.55 419.47 16285.55 MIN 47.14 72.71 86.45 213.71 180.33 384.96 245.27 70.92 73.46 71.82 46.64 54.35 3195.89 % 1.86 2.50 6.13 11.62 23.18 19.01 16.52 8.22 4.23 2.79 2.05 1.91 loo1.0 TABLE B-16 MEAN MONTHLY FLOW AT DOWNSTREAM OF VAJIRALONGKORN DAM (VAJIRALONGKORN RELEASE)AFTER THE OPERATION SRINAGARINDII AND KIIAO LEAM RESERVOIRS Unit: MCM. Year APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR ANNUAL 1985 179 203 186 922 581 1,516 1,087 389 642 509 259 589 7,062 1986 8417 1,005 1,343 866 1,036 910 945 192 457 445 245 386 8,677 1987 3:35 416 590 187 233 239 278 537 192 243 230 219 3,699 1988 199 487 585 512 434 785 1,640 212 256 330 190 294 5,924 1989 2'24 396 831 316 171 317 334 185 181 300 177 283 3,715 1990 1 53 259 276 193 185 267 690 430 218 476 105 171 3,423 1991 2107 102 135 124 830 887 1,028 714 611 396 225 349 5,608 1992 223 176 548 480 288 166 867 429 504 180 120 186 4,167 1993 198 156 384 130 216 328 413 108 III 159 188 142 2,533 Mean 285 355 542 414 441 602 809 355 352 337 172 291 4,979 Max 847 1,005 1,343 922 1,036 1,516 1,087 714 64 509 245 589 8,677 Min 153 102 135 130 171 166 278 108 Ill 180 105 191 2,533 APPENDIX C SURFACE WATER QUALITY DATA TABLE C-1 SURFACE WATER QUALITY: CLASSIFICATION AND OBJECTIVES Parameters Units T Statistic Standard values for class"* I 2 3 4 5 1. Temperature OC _n n n n - 2. pH value _ _ n 5-9 5-9 5-9 - 3. Dissolved oxvgen mg/i P20 n 6 4 2 - 4. BOD (5 days. 20°C) mg/l P80 n 1.5 2.0 4.0 - 5. Coliform bacteria -Total coliform MPN/100 ml P80 5,000 20,000 - - - Fecal coliform ,, P80 1,000 4,000 - - 6. N03-N mg/l Max. allowance n - 5.0 ----- - 7. NH3-N . , n . 0.5 : 8. Phenois , n : 0.005 : 9. Cu n 0.1 : 10. Ni , n : 0.1 - 11. Mn ,, , n 1.0 12. Zn n ,n 1.0 : 13. Cd . n 0.005*,0.05** 14. Cr (hexavalent) , n 0.05 - 15. Pb , n : 0.05 : 16. Hg (total) n 0.002 : 17. As , n 0.01 : 18. CN ,, ,, 0.005 19. Radioactlyvite - Gross - BecqureUI , n 0.1 : - Gross p , , n : 1.0 : 20. Pesticides (total) mg/l , n 0.05 : - DDT ug/1 , n 1.0 - - ac BHC PI n 0.02 : - Dieldrin n 0.1 : - Aldrin , , n : 0.1 - - Heptachlor n ,n 0.2 : & Heptachlor epoxide - Endrin , , n none----- Note P = Percentile value n = naturally n = naturally but changing not more than 3-C * = when water hardness not more than 100 mg/l as CaCO3 * * = when water hardness more than 100 mg/l as CaCQ3 * * * = Water Classification C-i Classification Objectives/ Condition & Beneficial usages Class 1 Extra clean fresh surface water resources can be used for: (1) conservation does not requirewater treatment processes requires only ordinary process for the pathogenic destruction (2) ecosystem conservation whereby basic living organisms can breed naturally Class 2 Very clean fresh surface water resources can be used: (1) consumption requires ordinary water treatment process before use (2) aquatic organism conservation (3) fishery (4) recreation Class 3 Medi-um clean fesh surface water resources an be iused (1) consumption but requires ordinary treatment process before use (2) agriculture Class 4 Fairly clean fresh surface water resources can be used: (1) consumption but requires special water treatment process before use (2) industry (3) other activities Class 5 The resources which are not classified in classes 1-4 and can be used (1) navigation Source: Notification of the Ministry of Science, Technology and Energy (B.E. 2528 (1985.) ), published in the Royal Government Gazette, vol. 103, Part 60, dated April, 15 B.E. 2529 (1986) C-2 vt."s nu nnnntei [J fine l ., - . nLr pJ flI1| hLLLO .9a-1T# LLA.ULU flLU > UL O Z Jb J LAULMLUIAALIIWPtILUP(1e 8nlJtLUM'W)5tI(5 ttiJinLtllFLLAwI1i3ILmu SC1;,, JIZMnf IsILULOUIbULtU~t% ttLuiftLU t' UULrgALWL UntLWLI:I5LJlt9J IgfLVULLL LM.lUI(JUO I8 laMillBLMMUqtil SL rL#it JYflUg t'LktMAjVU tJL1U .4C 'I#U 0ttlA411 t.dlVUQl3atULLIILLU 'MU NLU MU.Ll Wi IItLBUL L,U tWtUI 1 /a p "P ITI t. 11 I u LLUsm1G=WtUJLLU I'ULI ZVSZ I6tW*f0ftS 61 ANU.M I ZL/C09 It%LUsaI"AtLUItPLWIULkTl) p 6 ,tw>XSt>u, 1.R>U LLM t LXl NdLt~LtSLM 0l *r 1 LKit LLjL flA.~w?l ILtLfbOQ ttM LULLtUtlLtWk att181LuLfrt'U Us1M J1ItLu4LiA t SUt VL%UpLLl tttLU 1L- LLWht ~UL#bRL 8 LIRgLfLL DlLLrIlLLLU -KUjt9t p. 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Um tu artmu; 2. I P _ P ,3 i.; ; i 9 X X - > ; 5 a 0 A t~~~~~~~~~~~~~~~~~~~~~~~r i= ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~t APPENDIX D SOIL AND LAND QUALITY DATA Soil Profile Description of Ayutthaya series I. Information on the site Soil name Avutthava. series Classification Very fine. mixed. acid. isohvperthermic. Typic Tropaquepts (USDA. Soil Taxonomy, Soil Survey Staff. 1990) Date : May 17, 1994 Described by Sunan Kunaporn Location Changwat Ratchaburi Sheet no. 4936 II Coord. 68057 Amphoe Photharam, Ratchaburi Province. Elevation approx. 4-5 m. (MSL) Physiography Former tidal flat Land use Wet land rice Climate Tropical Savanna II. General information on the soil Parent material Brackish water sediments Drainage Poorly Drained Permeability slow Runoff slow Ground water depth below 150 cm (dry season) Erosion Nil III. Profile description Horizon Depth (cm) Description Ap 0-22 Dark gray (IOYR4/1), many fine yellowish red (5YR5/6) and strong brown (7.5YR5/8) mottles as coatings in root channels, clay; strong coarse subangular blocky structure; hard, firm, sticky and plastic; common verv fine and fine roots; clear, smooth boundary; medium acid (field pH 6.0). D-1 Ag p2-43 Very dark gray (lOYR3/1), common fine yellowish brown (lOYR5/6) mottles, clay: moderate medium subangular blocky structure; firm, sticky and plastic; cormon slickensides; few very fine and fine roots; clear, smooth boundary; medium acid (field pH 6.0). Bgl 43.90 Grayish brown (lOYR5/2), many fine distinctions of yellowish brown (1OYR5/8) and common medium red (2.5YR4/6) mottles, clay'moderate fine and medium subangular blocky structure; firm, sticky and plastic; fewslickensides with common fine gypsum crystals;few very fine roots; gradual,smooth boundary; vent strongly acid (field pH5.5). Bg2 90-136 Light brownish gray (IOYR6/2), many fine distinct of brownish yellow (1OYR6/6) and weak red (lOR4/4) mottles, clay;moderate medium subangular blocky structure; crystals slightly increased; gradual, smooth ary; very strongly acid (field pH 5.0) Bg3 36-160 rayish brown (lOYR5/2), common medium brownish yellow (lOYR6/6) and pale yellow (2.5Y7/4) (lOYR6/6) and pale yellow (2.5Y7/4) (jarosite) mottles, clay; massive; very strongly acid (field pH 5.0). D-2 Soil Profile Description of Ratchaburi series I. Information on the site Soil name : Ratchabunr series Classification Fine, mixed, nonacid. isohyperthermic Aeric Tropaqucpts (USDA,Soil Taxonomy, Soil Survey Staff. 1990). Date : May 18, 1994 Described by Sunan Kunapom Location : Changwat Ratchaburi Sheet 493611,Coord. 27098, Amphoe Photharam, Ratchaburi Province. Elevation : approx. 4-5 m. (MSL) Physiography Flood plains Land use : Wet land rice Climate : Tropical Savanna II. General information on the soil Parent material Recent alluvium Drainage : Somewhat poorly drained Perneability slow Runoff slow Groundwater depth below 150 cm (dry season) Erosion : Nil III. Profile description Horizon- Depth Description Ap 0-16 Dark brown (1OYR3/3), common fine of strong brown (7.5YR5/6) and yellowish red (5YR5/6) mottles, silty clay;moderate coarse subangular blocky structure; hard, firm, sticky astic; many fineand very fine roots; slightly acid (field pH 6.5); clear,smooth boundary. D-3 Bg 16-41 Dark grayish brown (1OYR4/2), common fine faint of yellowish own (IOYR5/6) mottles, clay; moderate coarse subangular blocky structure; firm, sticky, plastic; few very fine roots; neutral (field pH 7.0); gradual, smooth boundary. Bgl 41-76 Dark brown to brown (1OYR4/3), many medium of strong brown (7.5YR5/8) mottles, clay; moderate medium and coarse subangular blocky structure; firm, sticky, plastic; distinct slickenside, few iron and manganese nodules; moderately alkaline (field pH 8.0); gradual, smooth boundary. Bg2 76-115 Brown (IOYR5/3), common medium of yellowish red (5YR5/6) and few fine faint of strong brown (7.5YR4/6) mottles, clay; firm,sticky and plastic; moderate coarse subangular blocky structure; few very fine roots; few iron and manganese nodules; moderately alkaline (field pH 8.0); gradual, smooth boundary. Bg3 115-150 Dark grayish brown (1OYR4/2), many medium of strong brown (1OYR5/6) and common fine of gray (lOYR5/1) mottles, silty clay; firm, sticky and plastic; neutral (field pH 7.0) D-4 Soil Profile Description of Kamphaeng Saen series I. Information on the site Soil name Kamphaeng Saen series. Classification Fine-silty, mixed. isohyperthermic, Typic Haplustalfs USDA, Soil Taxonomy, Soil Survey Staff, 1990) Date May 19, 1994 Deseribed by Sunan Kunapom Location : Changwat Ratchaburi Sheet no.493611 Coord. 956129 Amphoe Photharam, Ratchaburi Province. Elevation Approx. 6-8 m (MSL) Physiography Low terrace Land use Upland crops and orchard Climate Tropical Savanna II. General information on the soil Parent material Semi-recent alluvium Drainage Well drained Perneability moderate Runoff slow Groundwater depth below 150 cm. Erosion slightly eroded III. Profile description Horizon Depth (cm) Description Ap 0-26 Vary dark grayish brown (IOYR3/2), silt loam;weak coarse subangular blocky structure, friable, nonsticky and nonplastic; common fine and few medium roots; slightly acid (field pH 6.5); clear, smooth boundary. Btl 26-64 Dark yellowish brown (10YR4/4), silty clay loam; moderate coarse subangular blockv breaking to fine and medium subangular blocky structure; friable, slightly sticky and slightly plastic; patchy thin clay coating on ped faces; common very fine and few D-5 medium roots; mildly alkaline (field pH 75). gradual,smooth boundary. Bt2 64-105 Yellowish brown (IOYR5/4), silty clay loam; moderate medium subangular blocky structure; friable, slightly and slightly plastic; patchy thin clay coating on ped faces and in pores; few mica flakes; few very fine roots; moderately alkaline (field pH 8.0); clear, smooth boundary. C 105-150 Strong brown (7.5YR5/6), san-dy loam; moderate medium subangular blocky structure; friable, nonsticky, nonplastic; common mica flakcs and few shell fragments; moderately alkaline (field pH 8.0) D-6 Soil profile description of Takhli series I. Information on the site Soil name : Takhli series Classification Loamy-skeletal, carbonatic, isohyperthermic, Typic Haplustolls (USDA, Soil Taxonomy, Soil Taxonomy, Soil Survey Staff, 1990). Date . May 20, 1994 Described by Sunan Kunaporn Location : Changwat Ratchaburi Sheet no. 49361I Coord 84101 5Amphoe muang Ratchaburi. Ratchaburi Province. Elevation : approx. 10-20 m. (MSL) Physiography Erosion surface Land use : Upland crops Climate Tropical Savanna I. General information on the soil Parent material Residuum and coliuviumr from himestorne Drainage : Well drained Penneability Moderate Runoff . Medium Groundwater depth below 200 cm. (rainy season) Erosion Slightly eroded -II. Profile description Horizon Depth (cm) Description Ap 0-19 Very dark gray (IOYR3/1), loam; strong fine granular and moderate medium subangular blocky structure; friable, sticky, slightly plastic; few medium, common fine and very fine roots; few marl fragments about 5% (3- 5 mm. in diameter); moderately alkaline (field pH 8.0); clear, smooth boundary. D-7 Bw 19-44 Very dark grayish brown to dark grayish browvn (lOYR3/2- 4/2) gravelly loam: moderate medium subangular blocky structure; friable, sticky, slightly plastic; -Fe,- -ediur., firie.and very fine roots: gravels composed of marl about 25-30% (3-10 mm. in diameter); moderately alkaline (field pH 8.0); gradual, smooth boundary. Cl 44-78 Brown (lOYR5/3), extremely gravelly loam; structureless; few fine and very fine roots; gravels composed of marl about 70- 80% (3-10 mm. in diameter); moderately alkaline (field pH 8.0); gradual, smooth boundary. C2 78-130 Brown (IOYR5/3) extremely gravelly loam; structureless; gravels composed of marl about 80-90% (5-20 mm. in diameter); moderately alkaline (field pH 8.0) D-8 TARBL M-i ANAT ITTICAT. DIATA FOR AN U,TTHAYA SERIES Depth Horizon Sand Silt Clay pH 1:1 O.M. Exchange cation (cm) H20 % Ca Mg K Na l - ----me/1~~~~~~~~00 g.------------- - 0/-------- 9.--- Cal M I K I Na .m-- e/l 00g-__ 0-22 A 3.3 12.2 84.5 6.0 3.15 19.0 6.5 0.3 1.8 22-43 A 6.2 13.3 80.5 5.0 2.03 17.5 6.9 0.3 2.1 43-90 Bg1 5.2 15.6 79.2 4.8 1.66 12.7 6.7 0.3 2.4 90-136 Bg2 11.2 16.8 72.0 4.6 1.13 12.8 6.3 0.3 2.4 136-160 Bg3 17.7 25.8 56.5 | 4.1 0.74 33.6 4.8 0.2 2,0 Depth Horizon Extr. CEC Bs Fe Al S Avai.P (Cm) | Acid Soil % I F j A AaK --- me/i 0O I _ -| __-- PPm _ _ _ _ _-| 0-22 *Ap 14.6 36.0 65 3451 45 406 7.9 108.7 22-43 Ag 15.8 35.6 63 1978 109 1497 6.9 84.0 43-90 Bg1 21.0 34.0 51 2894 124 1032 -5.2 97.0 90-136 Ba2 22.5 28.4 49 5012 160 952 11.5 100.7 136-160 Bg3 18.4 22.0 69 4769 287 1185 12.5 93.2 Depth Honizon EC Lime req. (cm) mmho kg/rai 0-22 Ap 0.25 - 22-43 Ag 0.46 624 43-90 Bgl 0.71 624 90-136 Bg2 1.82 722 136-160 Bg3 1.70 936 D-9 TABLE D-2 ANALITICAL DATA FOR RACHABURI SERIES Depth Horizon Sand Silt Clay pH 1:1 O.M. Exchange cation (cm) H,O % Ca Mg K Na -----------------me/100 g.-------------- ___ _-_----_% Ca | Mg | K I Na -- me/1o0g - - 0-16 Ap 2.0 53.5 44.5 5.9 2.99 17.0 22.6 0.3 0.7 16-41 Abg 3.0 49.0 48.0 6.5 2.46 26.4 2.5 0.3 0.7 41-76 Bgl 3.0 45.0 52.0 6.9 1.68 28.5 2.3 0.2 1.0 76-115 Bg2 3.5 47.0 49.5 7.0 1.29 22.6 2.4 0.2 0.1 115-15 823 3.0 46.5 51.5 6.5 0.43 20.3 2.0 0.2 0.5 Depth Horizon Extr. T CEC Bs Fe Al S [ Avai.P Avai.K (Cm) Acid Soil % ---- mel100ag--- ------------------ --- 0-16 Ap 7.3 27.0 74. 1026 45 113 13.6 137 16-41 ABg 4.9 30.2 86 3155 45 416 13.6 117 41-76 Bgl 3.2 31.2 91 2021- 112 259 10.0 93 76-115 Bg2 2.7 25.6 84 3410 64 225 139 88 115-150 B23 2.5 24.8 76 3200 95 341 127 93 Depth Horizon EC Lime req. (cm) mmho kg/rai 0-16 Ap 0.33 | 16-41 ABg 0.41 - 41-76 Bgl 0.35 76-115 Bg2 0.48 r 115-150 Bg3 0.97 - D-10 TABLE D-3 ANALITICAL DATA FOR TAKHAI SERIES Depth Horizon Sand Silt Clay pH 1:1 O.M. Exchanae cation (cm) H20 % Ca Mg K Na -----------------me/I00 g.-------------- ------ --- % ---------- I Ca Mg KI Na .____ _ __ _-- rrlme/009 _ 0-19 Ap 32.1 46.5 21.4 8.1 4.51 61.1 5.5 0.2 0.3 19.44 Bw 33.5 43.5 2300 8.5 1.10 52.4 0.8 0.1 0.2 44-78 C1 39.7 41.7 18.6 8.6 0.39 45.7 1.4 0.1 0.2 78-130 C2 22.9 55.1 22.0 - 8.2 0.44 - 45.8 1.2 0.1 0.5 Depth Horizon Extr. CEC Bs Fe Al S Avai.P Avai.K _Cm ___) Acid L Soil %_ _ _ I _ _ _ _ _ ---- me/1-- - ----------------------- m---------------- 0-19 A4 443 46.4 94 612 T 90 39 15.5 165.0 19-44 | Bw 1.9 29.0 97 829 | 73 46 12.2 33.7 44-78 C1 0.5 16.5 99 427 79 41 6.4 18.0 78-130 C2 0.5 18.6 99 441 1 70 58 6.4 16.6 Depth Horizon EC Lime req. mmho kg/rai 0-19 Ap 0.13 | 19-44 Bw 0.12 - 44-78 CI 0.13 - 78-130 0C2 0.12 - D-11 TABLE D-4 ANALITICAL DATA FOR KAMPHAENG SAEN SERIES Depth Horizon Sand Silt Clay pH 1:1 O.M. Exchange cation (cm) H20 k% Cta Mg K Na --------me/l00 g.------ -_ - % Ca| Mg| K I Na -- me/100q - 0-26 A 30.0 52.5 17.5 7.1 3.22 10.6 1.6 0.4 0.8 26-64 Bt1 16.5 55.0 28.5 6.3 2.10 16.6 2.1 0.2 1.7 64-105 Bt2 14.0 56.5 29.5 7.5 1.42 37.2 5.1 0.2 11.0 105-150 C 60.0 28.0 12.5 8.4 0.92 19.5 2.7 0.1 6.6 Depth Horizon Extr. CEC Bs Fe | Al S Avai.P Avai.K (Cm) Acid Soil % . ~ ~ m/0~ .- - --me/100a --- ----- ------------------ ppm ----- -- ----------------- 0-26 Ap 3.3 15.0 80 957 52 92 42.1 175 26-64 Bt1 3.8 16.1 84 2232 76 76 50.9 70 64-105 Bt2 0.5 15.1 90 2911 40 124 34.7 88 105-150 C 0.2 11.5 99 1315 71 107 20.2 49 Depth Horizon EC Lime req. (cm) | mmho ka/rai 0-26 Ap 0.10 - 26-64 Btl 0.68 - 64-105 | Bt2 1.80 - 105-150 C 0.72 - D-12 TABLE D-5 ANALITICAL DATA OF SOIL SAMIPLES Borlng D e -: -e AI : Lime Req No Ccm) -c C Fm )rPA,hc. (kg/ral) 5-20 . L19 .250 45 025 - eBang Khen 20-50 4 231 3625 275 0 33 624 series) 50-100 4 0 9 624 A750 187 0 54 1092 6 0-20 7 5 2.4 85 1150 40 0.14 - Mhia Muang 20-50 6.5 1 8 228 967 36 0 18 series) 50-100 7 2 0 9 204 1236 42 0 22 0-20 6 0 258 1140 47 0 C 5 :-ak Tho 20-50 5 08 319 1320 53 0 468 series) 50-100 5 * 0 5 466 2060 82 0 09 624 8 0-20 6 0 2 7 406 3096 45 0.67 - (Bang Pa-in 20-50 4 A 0 8 466 2817 106 0 81 936 series) 50-100 4 i 0 ^ 1097 d904 163 1 90 1404 9 0-20 7 8 2 5 362 1428 43 037 - (Bang Len 20-50 7 6 17 200 1389 38 0.29 series) 50-100 7 7 4 411 2497 40 0 48 - D-13 APPENDIX E AQUATIC BIOLOGY AND FISHERIES DATA TABLE E-1 FISH SPECIES COMPOSITION COLLECTED FROM MAE K1,ONG RIVER (DECEMBER, 1989-NOVEMBER, 1990) Species Place of collection Kanjanaburl Ratchabuti Samutsongkra Rini Notopterus notopterus + + nvrnvi- Clupeoides lile + U3Y2 Engraulis mystax + wl&sin Colia macrognathos . I alls2l u Stolephorus indicus _ LLIJ Paralaubuca riveroi + + Za 2 1 Rasbora retrodorsalis + frIBUT11n1 Cirrhinus jullieni + + itnumi Cirrhinus spiropleura + Wu71fWiih U Clrrhinus microlepis + 1I9fMLLU0 Cyclocheilichthys apogon + J1fnLURUiEJ Cyciocheiiichthys armatus + _ _ ,n:lnn Cyclocheilichthys enoplus + + | WflUmu11UJ¶ua Cyclocheilichthys repasson + nuvl7u Hampala macrolepidota + 'Di, nnniou Lablobarbus spilopleura + + n-wh Morulius chiysophekadion _ + lan,iuuluJ1A Mystacoleucus marginatus + + Tuon Mystacoleucus atridorsalis _ + _ HeUounmli Osteochilus hasselti + + MUMnLVAJ1. Osteochilus melanopleura + dRwn Probarbus jullieni + + filyntnfl Labeo rohlta + . flttkUVIln Puntius altus + + Puntius beasleyi + fltwurlmjWi) Puntius gonionotus + + mALIjurl7U Punfius leiacanthus + + LLTJi'A, Puntius orphoides + nflmL1un Puntius schwanenfeldii + + E-1 TABLE E-1 (CONT.) Species Place of collection KanJanaburl Ratchaburl I Samutsongkra z1vfln Puntius daruphani + IIAIT Puntius vemayi + + Sikukia stejnegeri nfli-J Puntioplites proctozysron + + Cyprinus carpio _ + Tlnnflu Acanthopsis choirorhync/os - + Neacanthopsis gracilentus - + n I'AJ Bagroides macropterus - + + nlLLiEIa Mystus nemurus + + + nfi, 8nf Mystus planiceps + LL1J3iNl R1IJ Mystus vittatus + + - LIvJ U D j2 Mystus cavasius + _ - LLOI DJi u1 E.i Mystus bocourti + + - nflp.3 nfmLLn Mystus wyckii + - Wtl~ U-I Mystus micracanthus + - UDJ Jf'AUU Leiocassis poecilopterus + - LOW Kryptopterus bleekeri + + - ¶IilaJu Ompok bimaculatus + - fL9nYY Wallagonia attu + + - iQ1 U Pangasius sutchi + + + IeInvrqlz Pteropangasius cultratus + + OflT4U Clarias batrachus + + + ~i n a D Clarias macrocephalus - -4- ns nJLIl Xenentodon cancila + Microphis boaja + 1JFr-l-m .o Monopterus albes + + + | LVatUiLl Toxotes chatareus - _ ++ E-2 TABLE E-1 (CONT.) Species Place of collection Kanjanaburl Ratchaburl Samutsongkra qmnlij Scatophagus argus _ + AhJMlI'NL .)utJ Pristolepis fasciatus + + 'AUUA'nvwnt Polynemus longipectoralis - + Oxyeleotris marmoratus - + Johnius tetrachycephalus - + Boesemanla microlepis - + mialinu Anabas testudineus + + + Trichogaster microlepis + + nizzlimme Trichogaster trichopterus + + - fl82i Trichogaster pectoralis + - L1sfl Osphronemus gourami + + - Ms--5 Channa lucius _ - Channa striatus + + + Channa micropeltes _ + Macrognatus aculeatus _ + Mastacembelus armatus - + anUxI1 iJBito., Paraplagusia blochii _ + + UUII1, sWfU)Ju Synaptura orientalis _ + + iJntihie Tetraodon lelurus + + uR LiTilapla nilotica ++ an Hemipimelodus bomeensis - _ + al, wVi8an Halophryne gangene _ + + inamnun Gerres punctatus + Ambassis wolffi _ + nlniJon Mugil subviridis + + wrnflfl, tile Bo/eophthalmus boddarti - + + vinne Protosus canius + nulti7:U V Dasyatis sp. + E-3 TABLE E-2 SPECIES COMPOSITION, % BY WEIGHT AND % BY NUMBER OF FISHES COLLECTED BY SEINE NET FROM NIAE KLONG RIVER DURING MARCH, MAY, JULY, 1994. March May July Species %w %n %w %n %w %n FAMILY CLUPEIDAE Ialilln`i Clupeicthtys aesarnensis 2.59 12.60 0.42 8.29 8.90 71.14 FAMILY NOTOPTERIDAE damIfllf Notopterus notopterus - - 0.97 0.92 '3.83 2.82 FAMH Y MASTACEMIIELIDAE 'ainflln 14 Mastacemtbelus armatus - -0.91 0.12 Tflhn1vznJW M. erythrotaenia 1.04 0.06 FAMILY CYPRINI]DAE i h11111 enM1011N Oxygaster maculicauda - - - - 0.10 0.63 falf1TuW)11lJT Esomus metallicus 0.02 1.09 0.17 2.53 - - ijlff'Ilw1jk Rasbora daniconius 0.25 0.76 - - 110fl;1141194 R. borapetenis 0.05 1.24 0.22 3.92 - - ifl li-jfrflt R. retrodorsalis 16.46 18.70 6.28 15.2 0.73 1.32 ifll1IJ1 - Leptobarbus hoevonii 1.12 0.29 - - - - fnintjvn Mystacolcucus marginatus 2.92 17.17 0.84 11.75 2.69 3.83 falfnsejn M. greenwayi - - 1.67 7.14 0.36 0.63 11aintnnAiJ Harmpala macrolepidota - - 0.17 0.23 2.04 0.12 ~If 4flU1il'P-4 Cyclocheilichthys apogon 1.73 0.57 2.37 9.67 0.70 0.73 iakti&tnn C. enoplos 9.63 0.10 12.12 1.61 - - aI1W9JlUII C. repasson 0.55 0.19 - - 0.3 0.19 1ki0ll 0¶U11 Cirrhinus jullieni 0.39 0.10 - - - - iaq'LAJm141fTI Puntius lciacanthus 0.59 1.33 0.96 2.99 0.14 0.12 jD116v Inl;xlrl P. partipentazona 0.41 1.81 0.10 0.46 0.04 0.19 E-4 TABLE E-2 (CONT.) March May July Species %w %n %w %n %w %n tifninnlim P. schwanenfeldii 5.08 0.86 - - 3.33 7.97 iJIl9tIII01J¶JT P. goninotus 1.43 0.38 3.92 0.92 9.68 4.33 dlwiit,tVIUUD 4 P. altus - - 0.40 0.23 - - flolulAvl P. orphoides 0.07 0.10 1.26 0.46 - - fl-insiT4 Punnioplifes proctozysron 3.09 0.29 12.43 2.76 1.39 0.06 diniy'feiunivi, Osteochdus hasselli 1.18 0.10 0.66 0.23 0.28 0.31 Idivrnn Labiobarbus sp. 0.34 0.29 - - - - Sikukia srejnegeri 0.57 0.38 - - - - FAMILY PLOTOSIDAE jiJloin.,to Plolosus canius - - - - 3.76 0.12 FAMILY BAGRIDAE IuiNCTUJJU Leiocassis siamensis - - 0.20 0.12 fJnlaAm Mystus gulio - - - - 0.16 0.06 dninan104 M nemurus - - - - 4.00 0.06 FAMILY ANABANTIDAE ldain'n Trichopsis vitUatus 0.14 1.33 0.14 2.20 0.08 0.06 dflain6T.108 Trichogasfer trichopterus 0.57 0.86 0.97 1.38 - - FAMILY OPHIOCEPHALIDAE fdaliml Ophicephalus striatus 4.89 0.29 4.47 0.69 1.50 0.06 FAMILY CENTROPOMIDAE 11 vfl lidwifi Chanda siamnensis 1.21 5.72 0.21 2.07 0.17 0.44 IJeWdmU Ambassis sp. - - 0.19 2.20 0.06 0.31 fiOln¶UMV11 Lates calcarifer - - 35.73 0.46 5.43 0.06 FAMILY MUGILIDAE kn11)SIMen Mugil dussumeiri 13.05 2.96 2.07 0.92 - - FAMILY NANDIDAE Idll,tXJflilnltiUUlJ Pristolepsis fasciatus 5.19 1.24 - - 0.94 0.12 FAMILY TOXOTIDAE IJOuII;InflUIIi Toxotes chatareus 0.63 0.19 2.47 0.92 E-5 TABLE E-2 (CONT.) March Mlav July Species | %w %cn % w %n c%, w n FAMILY BELONIDAE nl9iXIVn Aplocheilus panchax - - 001 0.06 ainsl~fl.J1fs Xenentodon cancilla 6.99 7.82 - - 11fl71 TJil Zenarchopterus sp. 8.29 6.77 3.01 9.21 2.53 0.12 t1 a1ff 7Siuss~Xii Microphis boaja 2.57 1.24 1.47 1.61 1.. 2 0.94 FAMILY LOBOTIDAE 1411A WAtLn a Lciognathus leuciscus 3.35 9.64 0.31 1.61 . FAMILY ELEOTIDAE II-IJAlyms l Oxyeleotirs marnoratus 1.53 0.19 - - i mlo U4 Butis butis 0.54 1.15 0.40 1.15 0.47 0.75 FAMILY GOBIIDAE IJCfl1yI1fsv Pseudogobiopsis siamensis 0.01 0.10 0.11 4.37 0.02 0.12 Glossogobius sp. 0.07 0.79 - - - - FAMILY SOLEEDAE Archiroides leucorhynchos 0.16 0.10 1.28 0.23 0.01 0.08 FAMILY TETRADONTIDAE IJfAlijfl{l1R Tetraodon leiurus 0.02 0.19 0.04 0.23 - - FAMILY BATROCHIDAE Harophrynge trispunosa - - - 0.79 0.16 FAMILY PALAEMONIDAE 44AnvvJnss Macrobrachium roscnbergii 2.32 2.00 2.19 1.52 9.81 1.76 E-6 TABLE E-3 SPECIES, BODY LENGTH AND NUMBER OF FISHES COLLECTED BY SEINE NETS FROM MAE KLONG RIVER DURING MARCH, MAY, JULY, 1994 Species Body March May July Length Number Number Number fla linl4 Clupeicthfys aesarnensis 29-173 132 36 1.134 ICt1n7ffnl Notoptcrus notopterus 49-286 - 4 45 1jn1fli4 Mastacembelus armalus 93-228 - 2 nlniznn~AA M. crytitrltacnif 280 I dalli2Jtnw11qrfnn Oxygaster maculicauda 50-63 - 10 denlrdnMUiF,Un Esomus metallicus 43-64 2 11 - Rasbora borapetensis 31-43 8 17 - iinil~iirnmvil R. daniconius 32-58 13 - - ItDiAfv) R. retrodorsalis 41-107 196 66 21 iinliyl Leptobarbus hoevonii 127-143 3 - - vlvueian Mystacoleucus marginatus 21-112 10 51 61 iJlauefln M. greenwayi 40-93 - 31 to da tnfsl~JU¶ 1Il1ampa.is macrok-pidowa 89-253 - 1 2 U0M1IAU0111M4 Cyclocheilichthys apogon 28-143 6 42 12 flaignInn C enoplos 155-378 1 7 - iJnl V1,1AU c. repasson 71-122 2 - 3 doigniu 7 lUU!I1UPkuntius leiacanthus 35-82 14 13 2 1JQtflt"OTp.9171 }P partipmntasona 26-55 19 2 3 idninttt P. schwanenfeldii 21-166 9 - 127 flw1I.U"u2l P. gonionotus 25-124 4 4 69 infwlnvu.tlV P. altus 72 - I - diisi1t4 P. orphoides 130-144 1 2 - dnin=-34 Puntioplites proctozysron 154-210 3 12 1 dfff 0flUUnLU1 Osleochilus hasselti 29-170 1 1 5 l]f11Tff)0UlJ Cirrhinus jullieni 130 1 - - Ii,le Labiobarbus sp. 79-110 3 - Sikukia slejnegeri 76-96 4 - - daniiniiv Plotusus canius 341-380 - - 2 +11nwuv1 u Leiocassis siamensis 90-117 - - 2 dngIln4 Mystus gulio 130 - - I dingn9lmn1e M. nemumis 375 - - 1 nlaldn91 Aplocheilus panchax 41 E-7 TABLE E-3 (CONT.) Species Body March May July Length Number Number Number iel UI Zenarchopterus sp. 43-167 71 40 2 an1n417z¶1v Xenenrodon cancilla 37-200 82 - - fl-AIAU,01=4 Microphis boaja 150-332 13 7 15 fllnnirtE)f Mugil dussumeiri 98-164 31 4 - ihl7ns J4IUY Lates calcarifer 374-475 - 2 1 iJ1ilew Ophicephalus striatus 49-382 3 3 1 inTnsri Trichopsis vittatus 22-58 60 9 7 1LJoIAu.ilJl Chanda siamensis 25-58 60 9 7 TIIA.W Ambassis sp. 34-55 - 10 4 3dialutli4mtI Leiognathus Jeuciscus 2S-86 iOi 7 - VlLvanuuV4tI Toxotes chatareus 51-137 2 4 flnsvrX1>6 Trichogaster trichopterus 55-106 9 6 - Ifl3J 1.17f100JJ1J Pristolepis fasciatus 122-240 13 - 2 1Jflna1m1A14 Butis butis 25-120 12 5 12 fJltuIlJhT7 Oxyeleotirs marTnoratus 72-182 2 - - JIVlfUfllsz Pseudogobiopsis siamensis 18-33 1 19 2 Glossogobius sp. 20-42 8 - - dlJitn4vll.n Archiroides leucorhynchos 32-185 2 1 1 flz)IlUN6Ii10 Terraodon leiurus 35 1 1 - flalMiq 1WHalophiynge trispinosa 105-120 - - 3 f4 n 1nJfl7J Macrobrachium rosenbergii 42-270 21 5 28 Total 1,048 434 1,594 Index of species compositions 3.7912 4.1946 1.8979 E-8 TABLE E-4 COMPARISON OF THE FISH SPECIES COLLECTED BY SEINE N3T AND ELECTRUIC SHOCK Fish species Seine net electric shock FAMILY CLUPEIDAE fnSaltflll1 Clupeicthlys aesarnensis + FAMILY NOTOPTERIDAE I111flfl DiFNotopterus noptenrs + + FAMILY MASTACEMBELIDAE dfnmnsvn Mastacembelus armatus + + iJaimn-n ri M erythrotaenia + FAMILY CYPRINIDAE muddlmlimltmn Oxygaster maculicauda + d111invMUTAUT Esomus metallicus + Ifljal¶lt1914 R. borapetensis + 111nlUa R. retrodorsa1is + + 1u1U11 Leptobarbus hwvonii + di dalsuein Mystacoleucus marginatus + + | laaoien M. greenwayi + + I nflrainiJ Hampala macrolepidota + , 11mrqvqi H. dispar + + dBIMl #wUM110 Cyclocheilichth ys apogon + lJflminInn C enoplos + + tl11A UVIIiuTlv c. repasson + + dn01(yfqeui¶r Cirrhinus jullieni + dtni^owuunswu Puntius leiacanthus + + 1Jn1Ltoe1illWs P. partipentazona + + ininsuiit P. schwanenfeldii + + 1Itlm-116tIVluT) P. gonionotus + + Ilfmu1J'Avne P. altus + + iailiutAl P. orphoides + + lhlflt-INi Puntioplites proclozysron + JDfTleuniil Osteochilus hasselti + + . 7Jfll4dl Labiobarbus sp. + + Sikukia stejnegegi + E-9 TABLE E-4 (CONT.) Fish sDecies Seine nelt eiectric shock FAMILY PLOTOSIDAE ilfmn):Lra Plotusus canius + FAMILY BAGRIDAE 1JaL.uu4 uu Leiocassis siamensis + SlaaBn4 Mystus gulio + flJLnC1uaa4 M. nemurus + + FAMILY SILURIDAE lalv:lou Ompok bimaculatus + FAMILY ANABANTIDAE ahrfnsJlj Trichopsis vittatus + + innlfl-inia Trichogaster tichopterus + + FAMILY OPHIOCEPHAUDAE hRminnra Ophicephalus lucius + IlTiia-u 0. striatus + + FAMILY CENTROPOMIDAE IJ1uLLIhT-l Parambassis siamensis + lJ1f-LLilU Ambassis sp. + fl7alnrJtn1 Lates calcanifer + + FAMILY MUGIUDAE Jianni_onl Mugil dussumeiri + FAMILY SCATAPHAGIDAE 1JRalon-mu Scatophagus argus _ FAMILY NANDIDAE Ia1 u . a s JInt u Pnistolepis fasciatus + + FAMILY TOXOTIDAE ljalL5DjvUUl Toxotes chatareus + + FAMILY BELONIDAE iJai*1e-ni Aplocheilus panchax + lJannr-ni,2n Xenentdon ancilla + + E-10 *ABLE 'E- 4 ICO!NT. Fish species Seine net electric shock 1nTiiLJ Zenarchopterus sp. + + dol-i;u3 rlA2ii Microphis boaja + + FAMILY LOBOTIDAE dMlUNYA-Zin Leiognathus leuciscus + FAMILY ELEOTIDAE 111iij Oxyelcotris urophthalmus + JmvlfY151U 0. marmoratus + + dai1yflzt uIIJ' Butis butis + + FAMILY GOBIIDAE ihflw iifin Pseudogobiops.is siarnensis + - Glossogobius sp. + - FAMILY SOLEIDAE ihnglwurVii Archiroides Jeucorhynchos + - FAMILY TETRAODONTIDAE dVJZnii1iIJA Tetraodon leiurus + - FAMILY BATROCHIDAE nl1ahl9 Harophrynge trispinsa + - FAMILY PALAEMONIDAE f It 4 if 1U1J Macrobrachium rosenbergii + + E-11 TABLE E-5 BIOMASS AND PERCENT BY WEIGHT OF FISHES COLLECTED FROM FOUR SAMPLING STATIONS IN MAE KLONG RIVER DURING NARCH, 1994 Collectlon Weight of Percent of fishes by weight Stations flshes (Kg/ral) Carp Catfish Murrel | Misc. Ban Makham Tao 2.55 44.96 - 55.05 Ban Khonk Mo 4.67 52.53 - 3.34 44.1 3 Wat Tham Wirot 2.00 71.21 - 25.68 3.11 Wat Phai Lom 2.38 40.96 - - 59.05 Average 2.90 42.36 - 14.51 40.34 TABLE E-6 BIOMASS AND PERCENT BY WEIGHT OF FISHES COLLECTED FROM FOUR SAMPLING STATIONS IN MAE KLONG RIVER DURING JULY, 1994 Collectlon Weight of Percent of fishes by weight Stations fishes (Kg/ral) Carp Catfish Murel Misc. Ban Makham Tao 0.53 62.80 - 37.20 Ban Khonk Mo 4-09 67.67 - 8.63 23.70 Wat Tham Wirot 16.21 10.80 13.79 - 75.41 Wat Phai Lom 2.24 7.18 - - 92.82 Average 5.77 37.11 3.45 2.16 57.28 E-12 TABLE E-7 BIOMASS ANV PER'CEIN'T BY WE: U 25.17 27.65 23.02 14.26 4.11 5.33 Trichogaster trichopterus 1Th1n7l9nS 41 - - - 2.67 6.90 Trichogaster microlepis. iainaI 0.83 0.12 - - Trichogaster pectoralis 11nlne91 0.16 0.06 - - Trichopsis sp. Family Nandidae flJmltUt&IU 2.54 0.7 5 1.54 1.07 Pristolepsis fasciatus fal-0116 0.16 0.23 0.07 0.43 0.41 2.82 Ambassis sp. Family Notopteridae alffwql 46.37 23.77 8.14 1.93 12.13 2.51 Notopterus notopterus ifllnnsl - - 0.14 0.86 - - Notopterus chitala Farily Belonidae alflS74LM1~ - 0.98 0.43 0.41 0.31 Xenentodon cancilla Family ciclidue ilUj1vT - - 4.53 0.43 27.97 0.31 Oreochromis niloticus Family scutophagidue Iflon91ni 3.15 1.16 6.60 4.28 1.65 1.25 Scatophagus argus . I I E-18 TABLE E-9 (CONT.) Species March 1994 Mayi 1994 J July, 1994 %W %N %N WW %N Family Mastacembelidae * ilitnfl 0.20 0.12 - - Macrograthus aculeatus Family Palnemonidae jAu1Unliu 3.57 1.74 1.82 0.43 - - Macrobrachium rosenbergii 4,39ou - - 0.56 6.64 0.31 4.70 Macrobrachium lanchesteri TOTAL 100 100 100 100 100 100 E-19 TABLE E-10 SPECIES AND DENSITY OF PLANKTONS COLLECTED FROM SAMPLN-G SITES 1 TO 8 IN MAE KLONG RIVER AND I-LAND WATER ON MARCH. 1994 Unit (xl0 cells / m) Species Sampling sites/Density of pianktons 1 2 3 4 5 6 7 8 Phylum Chrysophyta (Diatom) 1. Actomastrum - - 0.15 - - - - 2. Amphora 0.4 0.1 0.05 - - - - 3. Cocconeis 1.24 0.25 0.20 0.08 - - - - 4. Cyclotella 0.10 - 2.61 0.48 - - - 0.26 5. Cymbella 1.11 0.10 0.05 - - - - - 6. Diatoma 0.73 0.74 0.32 0.45 0.10 0.61 0.20 7. Fragilaria 0.07 0.05 0.08 0.10 - 0.10 0.10 - 8. Frustulia 0.70 0.40 - 0.05 0.10 0.30 0.10 1.03 9. Gomphonema - - - 0.10 - - 0.05 0.51 10. Grammatophora 0.10 0.08 - - - 0.05 - - 11. Gyrosigma 1.28 1.06 0.31 0.49 0.70 0.30 - 2.06 12. Melosira 0.10 0.10 0.05 - - 0.15 - 1.03 13. Meridion 0.05 - - - - - - - 14. Navicula 6.80 2.69 1.49 1.10 1;22 0.81 0.41 20.04 15. Nitzschia 0.25 - - - - - 0.05 - 16. Opephora 0.40 0.65 0.30 0.80 - 0.15 - 0.26 17. Stephanodiscus - - 0.05 0.42 - 0.05 - 18. Synedra 1.13 0.82 0.43 0.70 - 1.32 0.10 3.34 TOTAL 14.46 7.04 6.09 4.77 2.12 3.84 1.01 T 28.53 Phylum Cyanophyta (Blue green algae) 1. Agmenellum 0.3 0.22 0.05 0.05 0.41 - - - 2. Anabaena 1.4 0.43 0.1 0.13 3.34 0.05 0.86 0.26 3. Anacystis 0.1 0.05 0.53 0.48 - - - - 4. Lyngbya 114.44 56.35 17.81 8.49 - 3.29 7.26 86.07 5. Microcoleus - 0.20 0.20 - 185.4 2.80 1 3.76 - 6. Oscillatona 18.65 6.26 2.65 1.51 14.54 1.52 17.72 60.12 E-20 TABLE E-10 (CONT.) Unit (x 10 cells/m ) Species Sampling sites/Density of planktons 1 2 3 4 5 6 7 8 Phylum Cyanophyta (Blue green algae) 7. 0. limosa _ - - - - - 8. Spirulina 0.42 0.05 0.10 0.05 0.61 - 0.05 0.51 TOTAL 135. 63.56 21.44 10.71 204.3 7.66 39.65 146.96 3_ Phylum Chlorophyta (Green algae) 1. Actinastrum - - - _ 2. Ankistrodesmus 0.10 0.30 0.12 0.25 - - 0.26 3. Chlorella 2.90 1.03 4.72 2.49 2.23 - 0.10 1.54 4. Closterium 0.48 5.64 - - - 0.10 0.05 - 5. Cosmarium 0.20 0.05 - - - 0.05 0.10 6. Crucigenia 0.28 0.50 0.30 0.30 0.10 0.41 - 7. Docidium - - - _ - _ 8. Microspora 0.80 0.39 0.08 - _ 0.05 - - 9. Pediastrum 0.15 0.18 0.60 0.59 0.20 0.15 0.20 - 10. Scenedesmus 0.25 0.30 0.22 0.30 0.30 0.20 0.15 1.79 11. Spirogyra 0.05 0.15 - 0.05 - - - 0.77 12. Stigeoclonium - - - - - | _ - TOTAL 5.21 8.54 6.04 3.98 2.83 0.96 0.60 4.36 Phylum Protozoa 1. Arcella 0.15 0.15 0.12 0.08 0.20 0.05 - 0.77 2. Ceratium - - - - 0.30 - - - 3. Didinium - - - - - - - 4.11 4. Diffugia - - 0.5 0.1 - - - 1.03 5. Epistylis - - - - - - - 0.26 6. Eudorina 0.05 0.05 0.14 0.80 - - 0.05 - 7. Euglena 0.05 0.08 0.10 0.05 0.10 0.15 0.05 1.03 8. Paramecium - 0.05 0.05 0.10 1.22 - 0.05 5.39 9. Phacus 0.18 - 0.05 |- - - 10. Volvox - _ 0.05 - - - - - TOTAL 0.33 0.78 1.01 1.13 1.82 0.20 0.15 12.59 E-2t TABLE E-10 (CONT.) Unit (xl 0 cells/m ) Species Sampling sites/Density of planktons 1 2 3 4 |T5 6 7 8 Phylum Rotifera 1. Brachionus 0.13 0.23 0.65 0.55 15.92 0.20 1.27 0.51 2. Br. calyciflorus _- - - - - _ 3. Br. diversicomis - -- 4. Br, falcatus - _ _ _ _ _ _ - 5. Br. forficula - 0.1 _ _ 12.88 0.05 1.06 _ 6. Br. platulus _- - - - _ _ 7. Euchlanis 0.29 0.08 0.10 0.10 0.20 0.05 0.10 1.79 8. E. dilatata - - - - - _ _ 9. Filinia _ _ _ 0.10 0.30 0.05 0.05 0.26 10. Pexarthra _- - - - - 1 1. Keratella 1.10 0.10 0.20 0.20 1.01 0.10 0.56 12. Lecane - - - - - - - 13. Lepadella - - - _ _ _ _ 14. Platyias - 0.05 - - - _ _ 15. Polyarthra - - - 0.1 5 - _ _ 16. Scaridium - - - - - 0.10 0.05 0.77 1 7. Testudinell 0.1 0.1 5 0.1 8 0.10 - - - - 18. Trichocerca 0.15 0.10 0.20 0.08 1.01 0.15 - 4.37 TOTAL 1.77 0.81 1.33 1.28 21.32 0.70 3.09 7.70 Phylum Crustacea 1. Copepod 0.25 0.64 0.49 0.50 2.53 0.15 0.61 1.28 2. Cyclopiod 0.5 0.99 0.51 0.37 3.24 0.61 0.51 6.93 nauplius E-22 TABLE E-10 (CONT.) Unit (x10 cells/rM) r 1 Species Sampilng sites/Density of planktons 1 2 3 4 5 6 7 8 3. Diaptomid 0.28 0.52 0.25 0.20 1.83 - 0.30 2.57 nauplius 4. Daphnia 0.13 0.18 0.13 0.05 - _ 0.50 S. Mysis - 0.10 - - - - - - 6. Ostracod 0.40 0.35 0.34 0.18 - 0.2 - 3.08 TOTAL 1.56 2.78 1.72 1.30 7.60 0.96 1.42 14.3 OTHER ANIMALS 1. Gastrotricha _ _- - - - - 0.26 2. Hydra 0.05 - - - - - - - 3. Insect larva _ 0.10 0.05 0.05 - - - 4. Larva - - - 0.13 - - - 5. Molluscs 0.15 0.13 0.25 0.35 - 0.50 - - 6. Mosqnuhns larva - 0.10 - - _ - - - 7. Roundworm - 0.05 0.07 0.10 - 0.50 1.54 TOTAL 0.2 0.38 0.37 0.63 - 1.00 0.50 1.80 PHYTOPLANKTON 154. 79.14 33.57 19.46 209.3 12.46 41.26 179.9 (TOTAL) 9 ZOOPLANKTON 3.66 4.37 4.06 3.71 40.74 2.86 5.16 36.45 (TOTAL) GRAND TOTAL 158. 83.51 37.63 23.17 250.03 15.32 46.42 216.3 6 Sampling Sites 1= Ban Makham Toa 2= Ban knok Mo 3= Wat Thaum Wirot 4= Wat Phai Lom 5= Kiong Bang knok Yung 6= Klong Lat 7= Klong Ban Pa 8= Klong Talat Khawi E-23 TABLE E-11 SPECIES AND DENSITY OF PLANKTONS COLLECTED FRONI SAMPLI-G SITES I TO 8 LN MAE KLONG RIVER AND INLAND WATER ON MIAY, 1994 Unit (x1 0 cells / mi) [ ~ 1* Species Sampilng sites/Density of planktons 1 2 3 4 15 6 17 8 F Phylum Chrysophyta (Dlatom) 1. Achnanthes 0.05 - 0.05 - - _ _ 2. Amphora _ - - - - _ _ 3. Cocconeis 0.11 0.15 0.20 0.15 - 4. Cyclotella 0.05 0.05 0.05 0.08 - 5. Cv.nbella 0.05 - - - - - - 0.05 6. Dma 0.81 0.6 0.55 0.44 - 0.31 1.60 0.35 7. Fragilaria 0.2 0.15 0.26 0.3 - - 0.10 - 8. Frustulia 0.08 - - 0.05 - - 0.05 - 9. Gomphonema 0.1 0.1 - 0.05 - - 0.10 10. Grammatophora 0.1 - 0.05 0.05 - - 0.05 - 1 1. Gyrosigma 0.65 0.48 0.70 0.30 0.20 - 0.50 0.25 12. Melosira 0.05 0.05 0.05 0.05 - 0.15 0.65 - 13. Navicula 1.36 1.0 1.26 4.14 12.2 4.91 5.05 2.15 14. Nitzschia 0.08 - - 0.05 0.05 - 0.20 - 15. Opephora 0.63 0.68 1.10 1.9 0.10 - 0.15 0.10 16. Stephanodiscus - - - 0.17 - - - - 17. Synedra 0.48 0.45 0.19 0.16 - 0.20 1.10 0.05 TOTAL 4.75 3.76 4.41 7.94 12.5 5.57 9.45 3.05 Phylum Cyanophyta (Blue green algae) 1. Agmenellum 0.15 0.10 0.05 - 0.10 - - - 2. Anabaena 0.23 0.35 0.25 0.36 0.50 0.05 0.10 0.20 3. Anacystis 0.05 - - 0.05 0.10 - - 0.05 4. Lyngbya 22.54 17.6 27.3 29.7 11.7 11.35 8.45 4.75 5. Microcoleus - - - - 27.7 - - - 6. Oscillatoria 21.0 8.86 6.83 4.93 91.1 1.95 3.90 25.20 7. 0. limosa - 0.38 0.20 0.37 1.80 0.05 0.25 0.75 8. Spirulina 1.46 0.57 0.45 0.29 0.20 0.05 - 0.30 TOTAL 45.43 27.9 35.1 35.7 133 13.45 12.70 31.25 E-24 TABLE E-11 (CONT.) Uni (x108 cell/rn ) Species Sampilng sites/Density of planktons 1 | 2 | 3 | 4 | 5 |6 | 7 8 Phylum Chlorophyta (Green algae) 1. Actinastwum 0.05 0.1 0.05 0.05 - 0.11 - - 2. Ankistrodesmus 0.15 0.15 - 0.08 0.75 5.00 0.15 0.25 3. Chlorella 0.15 - _ 0.15 0.95 0.50 0.05 0.20 4. closterium 0.12 0.13 0.05 0.05 0.05 0.25 0.35 - 5. Cosmarium 0.08 - - 0.05 - - - 0.10 6. Crucigenia 0.33 0.28 0.31 0.38 - 0.60 0.10 0.20 7. Docidium - 0.10 - 0.05 - - - 8. Microspora 0.13 0.10 0.23 0.30 - - 0.15 0.15 9. Pediastrum 0.4 0.55 0.36 0.51 0.45 0.11 - 0.25 10. Scenedesmus 0.25 0.30 0.16 0.15 0.45 1.25 0.25 0.50 11. Spirogyra 0.08 0.49 0.21 0.11 0.10 - 0.30 - 12. Stiaeoclonium - 0.05 - - - - - TOTAL 1.74 2.25 1.16 1.88 2.75 7.82 1.35 1.65 Phylum Protozoa 1. Arcella 0.05 0.08 0.05 0.05 0.05 - 0.40 2. Didinium _- - - 0.40 0.05 - 3. Diffugia 0.08 0.15 0.05 0.05 0.05 - 0.05 4. Epistylis 0.05 - - - - - - 0.05 5. Eudorina 0.18 0.23 0.08 0.08 - - - - 6. Euglena 0.05 0.15 - - 0.20 0.15 0.10 - 7. Paramecium 0.05 - - - 0.25 - 0.05 0.05 8. Phacus 0.05 0.08 0.05 - - - 0.05 - 9. Volvox 0.10 0.05 - 0.05 - 0.05 0.10 - TOTAL 0.64 0.74 0.23 0.23 0.95 0.25 0.75 0.10 E-25 TABLE E-11 (CONT.) Unit (x1 0 cells/mr) Species Sampling sites/Density of plankons _ 1 V 4 6 T 7 8 Phylum Rotifera 1. Brachionus _ 0.05 0.05 - 1.45 0.75 0.05 0.05 2. Br. calyciflorus 0.18 0.05 - - 2.75 0.45 - 0.10 3. Br. diversicomis - - - - 0.30 - - - 4, Br, falcatus - 0.05 - - - 0.11 - - 5. Br. forficula 0.25 0.10 - - 5.60 0.11 - 0.30 6. Br. platulus - 0.10 - - - - 0.05 - 7, Euchlanis 0.06 - - - - 8. E. dilatata 0.05 0.1 5 0.07 0.05 - - 0.05 0.10 9. Filinia - 0.08 - - 0.60 0.11 - 0.15 10. Hexarthra - - - - 0.10 - - - 11. Keratella 0.11 - 0.08 0.05 0.35 - 0.05 0.10 12. Lecane 0.1 5 0.19 0.15 0.09 0.15 - 0.40 0.40 13. Lepadella - - - - - 0.05 - 14. Pla.yias - 0.10 - _ _ _ 15. Polyarthra 0.05 - - 0.10 _ 0.11 0.05 0.05 16. Scaridium _- - - - - 0.05 - 17. Testudinella 0.12 0.07 0.05 0.06 0.05 0.05 - - 18. Trichocera 0.13 0.09 0.13 0.13 0.15 0.11 0.15 0.10 TOTAL 1.10 1.03 0.53 0.48 11.5 1.80 0.90 1.35 Phylum Crustacea 1. Copepod 0.12 0.07 0.09 0.10 1.15 0.71 0.15 0.05 2. Cyclopiod 0.42 0.59 0.28 0.30 1.25 0.60 0.60 0.80 nauplius 3. Diaptomid 0.15 0.10 0.10 0.40 1.45 1.55 0.20 0.20 nauplius 4. Daphnia 0.05 0.17 0.05 0.06 0.05 - - 0.05 5. Mysis - - 0.05 - - - - - 6. Ostracod 0.30 0.20 0.33 0.34 0.05 0.05 0.05 0.05 TOTAL 1.04 1.13 10901 1.20 3.95 ] 2.91 1.00 1 E-26 TABLE E-11 (CONT.) Unit ( 08 els3) Species Sampling sites/Density of plankons 1 2 3 4 5 6 7 8 OTHER ANIMALS 1. Gastrotircha _ 0.05 - 0.05 - - - 2. Insect _ - - 0.05 _ _ _ 3. Insect larva _ 0.05 0.05 0.05 0.05 _ _ 4. Molluscs 0.17 0.10 0.18 0.35 - 0.11 0.05 _ 5. Mosquitos larva 0.06 0.05 - - - - - 6. Roundworm 0.05 _ 0.05 - 0.10 0.05 - 0.05 TOTAL 0.28 0.25 0.28 0.50 0.15 0.16 0.05 0.05 PHYTOPLANKTON 51.92 33.88 40.65 45.52 148.35 26.84 23.50 35.95 (TOTAL) ZOOPLANKTON 2.78 2.87 1.66 1.91 16.55 5.12 2.70 2.65 (TOTAL) _ GRAND TOTAL 54.7Q 36.75 42.31 47.43 | 164.9 31.96 26.20 38.60 Sampling Sites 1 = Ban Makham Toa 2= Ban Knok Mo 3= Wat Tham Wirot 4= Wat Phal Lom 5= Klong Bang Knok Yung 6= Klong Lat 7= Klong Ban Pa 8= Klong Talat Khawi E-27 TABLE E-12 SPECIES AND DENSITY OF PLANKTONS COLLECTED FROM SAMPLTNG SITES 1 TO 8 IN MAE KLONG RIVER AND INLAND WATER ON JULY, 1994 Unit (xl o8 cel ls/3) Species Sampling site/Density of planktons 1 2 3 4 1 51 6 1 7 1 8 Phylum Chrysophyta (Diatorm) 1. Achnanthes _ _ _ - - | _ 2. Amphora _ _ _ _ , _ | _ 3. Cocconeis 0.20 0.43 0.14 0.15 - _ _ 4. Cyclotella - 0.05 - 0.05 - - _ _ 5. Cymbella 0.10 0.18 0.05 - 0.05 0.15 - - 6. Diatoma 0.30 0.54 0.31 0.45 0.05 - 0.05 0.15 7. Fragilaria 0.07 0.18 0.12 0.08 0.05 0.05 0.70 0.45 8. Frustulia - - 0.10 - 0.05 0.20 0.10 0.05 9. Gomphonema 0.10 0.05 0.05 0.10 - - - - 10. Grammatophora 0.05 0.2 - - - - - - 11. Gyrosigma 0.08 0.35 0.08 0.18 0.15 1.20 0.30 0.85 12. Melosira - 0.05 - - - - 0.20 0.10 13. Meridion _- - - - - - - 14. Navicula 0.46 1.61 0.76 1.28 3.50 8.30 1.10 3.85 15. Nitzschia 0.05 - - - - - - - 16. Opephora 0.24 0.57 0.61 0.68 0.15 _ 0.75 0.10 17. Stephanodiscus - - 0.1 5 0.08 _- - - 18. Synedra 0.24 0.5 0.15 0.30 0.10 0.20 0.55 1.30 TOTAL 1.89 4.71 2.52 3.35 4.10 10.10 3.75 6.85 Phylumr Cyanoplyta (Blue green algae) 1. Agmenellum 0.05 0.05 0.05 - - 0.05 - - 2. Anabaena 0.07 0.20 0.28 0.1 8 0.20 0.35 0.35 0.35 3. Anacystis - 0.05 0.05 0.10 - 0.05 0.05 - 4. Lyngbya 0.66 1.22 1.38 1.45 10.4 72.05 12.65 8.10 5. Microcoleus - - - - - - - - 6. Oscillatoria 0.40 0 2 0.93 0.49 9.70 44.45 5.00 5.30 7. 0. limosa 0.13 0.18 0.45 0.16 0.30 1.30 0.35 0.45 8. Spirulina 0.10 0.05 0.08 0.05 1.00 7.70 0.50 0.25 TOTAL 1.41 2.01 3.22 2.43 21.6 1 25.9 |18.90 14.5 E-28 TABLE E-12 (CONT.) Unit (x ICacls /M3) Species Sampling site/Density of planktons 1 | 2 3 | 4 5_ 6 7 8 Phylum Chlorophyta (Green algae) 1. Actinastnm - 0.05 - - - - - 2. Ankistrodemus 0.08 0.05 0.05 - 0.30 4.90 0.10 3. Chlorella 0.15 0.28 0.14 0.05 0.05 - 0.15 - 4. Closterium 0.10 0.15 0.10 0.17 - 0.15 0.10 1.55 5. Cosmarium 0.10 0.05 - 0.05 - - - - 6. Crucigenia 0.20 0.10 0.05 0.05 0.10 0.25 0.05 7. Docidium - - - - - _ _ _ 8. Microspora 0.91 0.80 0.91 0.71 - - 0.20 - 9. Pediastrum 0.33 0.13 0.18 0.16 0.05 0.05 0.05 - 10. Scenedesmus 0.08 0.10 0.06 0.05 - 0.30 0.05 _ 11. Spirogyra 0.33 1.40 0.16 0.10 0.20 0.65 0.30 14.50 72. Stigeocionium 0.05 _ _ _ _ _ 0.10 - TOTAL 2.33 3.11 1.65 1.34 0.70 6.30 1.10 16.05 Phylum Protozoa 1. Arcella 0.08 0.08 0.05 0.05 0.05 0.10 0.10 0.10 2. Ceratium - - - _ _ _ 3. Cothurina 0.05 - 0.1 0.05 _ _ 0.05 - 4. Didinium - - 0.05 _- - 0.05 0.05 5. Diffugia 0.05 0.05 0.10 0.17 _ 0.10 0.20 0.35 6. Epistylis _- - - - - 7. Eudorina 0.09 0.10 0.05 0.13 _- - 8. Euglena - - - - 0.30 - 0.05 - 9. Euplotes _- - - 0.30 - 0.05 - 10. Paramecium 0.05 - - - 0.15 0.05 - 0.05 11. Phacus - - - - 0.45 - 0.05 0.05 12. Volvox - - - 0.05 - - 0.05 - TOTAL 0.32 0.23 0.35 0.45 1.30 0.30 0.70 0.75 E-29 TABLE E-12 (CONT.) Unit (xl 0 ce ls/m3) Species Sampling sfte/Dei-sity of pianKtons t 1 2 3j 4 5 6 7 8 Phylum Rotifera 1. Brachionus 0.07 0.05 0.05 0.1 0.5 0.25 0.15 0.05 2. Br. calyciflorus 0.05 - - - 0.20 1.20 0.05 - 3. Br. diversicomis _ - - - - - - - 4. Br. falcatus - - - - - 0.1 5 - 5. Br. forficula - - - - 0.10 0.25 - _ 6. Br. platulus - - - - - - 7. Cephalodella - - - 0.20 = - 0.05 8. Epiphanes - - _ 0.05 _ _ _ _ 9. Euchlanis - - - - _ _ _ _ 10. E. dilatata - 0.05 0.05 0.05 _ 0.05 _ 0.10 1 1. Filinia 0.08 - - 0.05 - - 12. Hexarthra _- - - 0.05 - 13. Keratella - - - 0.08 _ 0.05 0.30 0.05 14. Lecane 0.12 0.15 0.1 0.11 0.45 0.25 0.35 1.40 15. Lepadelia _ - - - - - - - 16. Platyias 0.05 0.05 - _ 0.05 0.05 - 0.10 17. Polyarthra 0.05 0.10 _ - - 0.05 - 18. Scaridium - - - - 0.05 0.05 0.05 - 19. Testudinella 0.05 0.05 0.05 - - - _ 0.10 20. Rotifer larva - - 0.08 - 0.65 0.10 0.15 - 21. Trichocerca 0.1 8 0.1 0.1 0 - 0.05 - _ 0.10 TOTAL 0.65 0.55 0.43 0.44 1.80 2.40 1.10 2.00 Phylum Crustacea 1. Copepod 0.1 0.11 0.12 0.10 0.10 0.15 - 0.10 2. Cyclopoid nauplius 0.09 0.16 0.21 0.24 0.30 1.15 1.15 0.40 3. Diaptomid nauplius 0.11 0.11 0.05 0.10 - 0.40 0.65 0.10 4. Daphnia 0.10 0.05 - 0.05 _ 0.05 0.05 0.10 5. Mysis 0.05 0.05 - |- - - - 6. Ostracod 0.15 0.10 0.12 0.16 | 0.25 0.15 0.15 0.20 TOTAL 0.60 0.58 0.50 |067 10.65 1.90 2.00 0.90 E-30 TABLE E-12 (CONT.) Unit (xl 0 1c8 ls/r 3) Species Sampling site/Density of planktons 1 2 3 4 5 6 7 8 OTHER ANIMALS 1. Gastrotricha - _ _ _ _ _ _ _ 2. Insect 0.05 _ _ _ _ _ _ _ 3. Insect larva 0.08 0.05 - 0.05 - 0.05 _ 0.10 4. Molluscs 0.21 0.40 0.18 0.33 - 0.65 - 5. Mosquitos larva - 0.05 - 0.05 _- - - 6. Roundworm 0.05 0.13 0.05 0.05 0.05 _ 0.05 - 7. Bivalve larva - - 0.155 0.17 - - - TOTAL 0.39 0.63 0.38 0.65 0.05 0.05 0.70 0.10 Phytoplankton (Total) 5.63 9.83 7.39 7.12 26.4 142.35 23.75 37.35 Zooplankton (Total) 1.57 1.36 1 .28 1 .56 3.80 4.65 4.50 3.75 GrandTotal 7.20 11.19 8.67 8f68 30.2 147.00 28.25 41.10 Sampflng Sites 1 = Ban Makham Toa 2= Ban Knok Mo 3= Wat Thaum Wirot 4= Wat Phai Lom 5= Klong Bang Knok Yung 6= Klong Lat 7-= Klong Ban Pa 8= Klong Talat khaw E-31 TABLE E-13 ABANDANCE AND PERCENTAGE OF PLANKTONS COLLECTED FROM 8 SITES nNMAE KLONG RIVER AND INLAND WATER DURNG NIARCH, 1994. Unit(xl 08cells/n3) Ban F3n Wat Wat Klong Bang Kiong Kiong Organisms Makham Toa Khok Mo Tham Wlrot Phallom Knok Yung Kiong Lat Ban Pa Talat Khawl (Site 1) (Slte 2) (SIte 3) (Site 4) (Site 5) (Slte 6) (Slte 7) (Slte 8) Phyto- 154.98 79.14 33:57 19.46 209.29 12.46 41.26 179.85 planktons (97.69) (94.77) (89.21) (83.99) (83.71) (81.33) (88.88) (83.15) Zooplanktons 3.66 4.37 4.06 3.71 40.74 2.86 5.16 36.45 (2.31) (5.23) (10.79) (16.01) (16.29) (18.67) (11.12) (16.85) TOTAL 158.64 83.51 37.63 23.17 250.03 1 5.32 46.42 216.30 TABLE E-14 ABANDANCE AND PERCENTAGE OF PLANKTONS COLLECTED FROM 8 SITES IN MAE KLONG RIVER AND INLAND WATER DURING MAY, 1994. Unit (x1 08 cells/m3) Ban Ban Wat Wat Klong Bang Kiong Kiong Organisms Makham Toa Knok Mo Tham Wirot Phallom Knok Yung Kiong Lat Ban Pa Talat Kh (Site 1) (Site 2) (Site 3) (Site 4) (Site 5) (Site 6) (Site 7) (Site 8) Phyto- 51.92 33.88 40.65 45.52 148.35 26.84 23.50 35.95 planktons (94.92) (92.19) (96.08) (95.97) (89.96 (83.98) (89.69) (93.13 Zooplanktons 2.78 2.87 1.66 1.91 16.55 5.12 2.70 2.65 (5.08) (7.81) (3.92) (4.03) (10.04) (16.02) (10.31) (6.87) TOTAL 54.70 36.75 42.31 47.43 164.90 31.96 26.20 38.60 E-32 TABLE E-15 ABANDANCE AND PERCENTAGE OF PLANKTONS COLLECTED FROM 8 SITES IN MAE KLONG RIVER AND INLAND WATER DURING JULY, 1994. Unit (x10 cells/tn 3) Ban Ban Wat Wat Kiong Bang Klong Kiong Organisms Makham Toa Knok Mo Tham Wlrot Phallom Knok Yung KiongLat Ban Pa Taint Khawl (Site 1) (Site 2) (Site 3) (Site 4) (Slte 5) (Slte 6) (Site 7) (Site 8) Phyto- 5.63 9.83 7.39 7.12 26.40 142.35 23.75 37.35 planktons (78.19) (87.85) (85.24) (82.03) (87.42) (96.84) (84.07) (90.88) Zooplanktona 1.57 1.36 1.28 1.56 3.80 4.65 4.50 3.75 (21.81) (12.15) (14.76) (17.97) (12.58) (3.16) (15.93) (9.12) TOTAL 7.20 11.19 8.67 8.68 30.20 147.00 28.25 41.10 E-33 TABLE E-16 NUBER OF SPECIES OF PLANKTON AND OTHER OGANISMS FOUND IN SAMPLING SITES NO.1-8 DURLNG MARCH,MAY AND JULY 1994 Month 0 r g a- IOra .sm, Samiipliiig sites / No. of Species 1 2 3 4 5 6 7] 8 March 1994 1. Diatom 15 12 13 11 4 10 7 8 2. Blue green algae 6 7 7 6 5 4 5 4 3. Green algae 9 9 6 6 4 6 5 4 4. Protozoa 4 4 7 5 4 2 3 6 5. Rotifer 5 7 5 7 6 7 6 5 6. Crustacea 5 6 5 5 3 3 3 5 7. Othcr 2 4 3 4 - 2 1 2 . TOTAL i46 49 46 44 26 34 30 34 May 1994 1. Diatom 14 11 10 15 4 4 10 7 2. Blue green algae 6 6 6 6 8 5 4 6 3. Green algae 9 9 7 10 6 7 7 7 4. Protozoa 8 6 4 4 5 3 6 2 5. Rotifer 9 11 6 6 10 8 9 9 6. Crustacea 4 5 6 5 5 4 4 5 7. Other 3 4 3 4 2 2 I 2 TOTAL 53 52 42 50 40 33 41 37 July 1994 1. Diatom 11 12 11 10 8 7 8 8 2. Blue green algae 6 7 7 6 5 7 6 5 3. Green algae 10 10 8 8 5 6 9 2 4. Protozoa 4 3 5 5 5 4 8 6 5. Rotifer 8 7 6 6 9 10 7 9 6. Crustacea 6 6 4 5 3 5 4 7.Other 4 4 3 5 1 1 2 I TOTAL 50 49 44 45 36 40 44 36 Sampling Sites 1= Ban Makham Tao 2= Ban Knok Mlo 3= Wat Thaum Wirot 4= Wat Phai Lom 5= Klone Bang Knok Yung 6= Klong Lat 7= Klong Ban Pa 8= Klong Talat Khawi E-34 TABLE E-17 BENTllIC FAUNA IN MAE KLONG RIVER AND INLAND WATER COLLECTED IN MARCH, 1994 Organisms Sampling sites/ No. of organisms 1 2 3 4 5 6 7 8 Phylum Mollusca Class Gastropoda Family Bithyniidae Birthynia siamensis siarnensis Family Lymnaeidae Lymnaca (radix) rubiginosa I 2 5 - - - Family Planorbidae - -- - 2 - Family Thiaridae - 4 5 - Family Viviparidae Filopaludian (siamopaludina) sumatraensis I - martensi Filopaludina (filopaludina) sumatraensis polygramnia Unidentified I Class Pelecypoda Family Amblemidae Pisbryoconcha sp. Physunio sp. Scabies sp. Family Corbiculidae Corbicula sp. I - 2 1 - - 3 Phylum Annellida Chironomus plumatisetigerus 96 12 17 20 212 10 5 14 Round worm Polycheate 3 3 - 6 - - - 2 Phylum Arthropeda - - - - Crab Insect larva 3 17 Sampling Sites 1- Ban Makharm Tao 2- Ban Knok Mo 3- Wat Thaum Wirot 4- Wat Phal Lom 6- Klong Bang Knok Yung 6- Klong Lat 7- Klong Ban Pa 8- Klong Teiat Khawi E-35 TABLE E-18 BENTHIC FAUNA IN MAE KLONG RIVER AND INLAND WATER COLLECTED IN MAY, 1994 Organisms Sampling sites/ No. of organisms | 11 !-2 [ T13 14 h5 f1 7 8 Phylum Mollusca Class Gastropoda Family Bithyniidae Birthvnia siarnensis siamensis 2 1 Family Lyrnnaeidae Lymnaca (radix) rubiginosa 2 2 I- Family Planorbidae - - - - Family Thiaridae I 3 2 2 Family Viviparidae Fiiopaludian (siamopaludina) sumatraensis 3 - - martensi Filopaludina (filopaludina) sumatraensis - 6 - polygramma Unidentified Class Pelecypoda Family Amblemidae Pisbryoconcha sp. . Physunio sp. Scabies sp. Family Corbiculidae 2 - . Corbicula sp. Phylum Annellida Chironomus plumatisetigerus 37. 15 9 7 39 5 8 12 Round worm - - - 1 - 1 8 - Polycheate 1 2 - - 2 Phylum Arthropeda Crab l- - - Insect larva - 4 - 2 Sampling Sites I= Ban Makhan Tao 2= Ban Knok Mo 3= Wat Thaum Wirot 4= Wat Phai Lom 5= Klong Bang Knok Yung 6= Klong Lat 7= Klong Ban Pa 8I Klong Talat Khawi E-36 TABLE E-19 BENTHIC FAUNA IN MNLAE KLONG RIVER AND INLAND WATER r'rvy l trCTtTEh TN: TT-T 1 00. Organisms Sampling sites/ No. of organisms ______71 2 3 4 5 6 7 8 Phylum Mlollusca Class Gastropoda Farm. :. Bithvnldae I Bir.rvnia siarnensis suarbenszs - ! Farn.:v Lvmnaetdae Lyn=aea (radix1 rubiginosa 2 8 6 2 5 Fam:: Planorbidae - - - - Famii Thiaridae - 20 1 2 4 Family Viviparidae FilopaJudian (siamnopaludina) sumatraensis 2 11 2 martensi Filopaludina (filopaludina,) sumatraensis . 6 polygramma Uni-nrtified - | Class Pe:ecypoda Family Amblemidae Pisbr-oconcha sp. . | I Physunio sp. - I Scabies sp. I- 4 Family Corbiculidae Corb.zula sp. ' - 7 - I I Phylum Annellida Chironomus plumatisetigerus 13 15 16 7 9 12 Round worm - - - 1 11 , Polvcheate 2 1 1 Phvlum Arthropoda Crab Insec: larva - 12 4 Sampling sites 1= Ban Makham Tao 2= Ban Knok Mo 3= Wat Thaurn Wirot 4= Wat Phai Lom 5= Klong Bang Knok Yung 6= Klong Lat 7= Klong Ban Pa 8= Klong Talat Khawi E-37 TABLE E-20 SPECIES OF PLANTS FOUND FRONI THE MAE KLONG RrVER AND INLAND WATER Common name Scierfific name Aquatic submerged: Saa Rai Aponogeton ap. Tub Tao Na Hydrocharis sp. Saa Rai Hydrilla verricillaria (Linn. f.) Royle Aquatic floating: Chawk Pistia stratoites Linn. Nae Lemna perpusilla Torr. Nae Daeng Azolla pinnata R. Br. Pak Tob Chawa Eichomia crassipes Solms Bua Ba Nymphides indicum Ktze Bua Nymphaea sp. Pak Gra Chead Neptunia oleracea Lour Aquatic emergent or scendant: Phak Bung Ipomoca aquatica Forsk Phak Plaap Commelina cf. bengalensis Linn. Toy Ting Hygroryza aristata Nees Phak Ped Altemanthera philoxeroides (Mart.) Griseb Pak Phai Nam Polyganum hydropiper Linn. Kra Tai Chaam Scoparia dulcis Linn. Nok Lek Cyperus pulcherrimus Willd. Santawaa Khon Kai Blyxa japonica (Miq.) Maxim Nok Chaang Typha angusrifolia Linn. Bon Bai Po Caladium schomburgkii Schott Yaa Haew Muu Cyperus rotundus L. E-38 I TABLE E-21 PLANTS FOUND AT AQUATIC SAMPLING SITES IN WATER. (PERCENTAGE COVER IN OR OVER WATER SURFACE IS GIVEN FOR INLAND STREAM SITES ONLY) River Inland 1 2 3 4 5 6 7 8 Aquatic submerged: Aponogeton sp. x x x x Hydrocharis sp. x x x 5 Hydrilla verticillata (Linn. f.) Royle 2 Aquatic floating: Pistia straloites Linn. x x 20 5 Lemna perpusilla Torr. x x x 10 1 2 1 Spirodela polyrhiza Schleid. x x <1 Azollapinnata R. Br. x x Eichorniacrass7pesSolms x x x x 30 20 20 30 Nymphoides indicum Ktze. x 1 Nymphaea sp. 1 Aquatic emergent or a scendant: Commelina cf. bengalensis Linn x x x 10 lpomoea aquatica Forsk x x 20 6 3 3 Hygroryza aristata Nees x Alternantheraphiloxeroides (Mart.) Griseb x x x 8 Polyganum hydropiper Linn x x Scoparia dulcis Linn E-40 APPENDIX F WATER MANAGEMENTAVATER USE DATA TABLE F-I WATER REQUIREMENT FOR IRRIGATION SYSTEM (CMS) YEAIR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN 1fElB MAR AVG TOTAL _ (MCMI 1965 220.30 105.30 107.60 232.2 201.6 102.2 179.2 123.5 51.9 40.70 127.30 219.90 67.79 2137.91 1966 233.40 102.70 85.30 134 78.4 70.2 97.5 119.6 , 44.4 29.50 131.90 222.90 66.47 2096.26 1967 187.90 154.60 123.10 169.1 367.7 115.3 137.4 138.9 54.1 29.50 135.60 212.80 69.67 2197.21 1968 177.50 190.00 59.00 202.4 314.4 116.5 128.4 131.5 54.5 25.80 132.70 - 193.00 64.34 2028.96 1969 235.70 191.20 58.30 172.5 196.7 122.7 119.1 100.3 54.5 29.10 126.50 196.00 69.23 2183.09 1970 200.20 t84.40 28.50 122.1 212.8 92.2 175.8 117.7 37.7 28.40 128.90 181.10 62.14 1959.65 1971 188.30 158.30 77.60 196 163.9 88.7 115.4 144.3 50.8 29.50 143.40 184.10 64.44 2032.22 1972 147.00 245.30 60.20 195.3 298.3 9.1 113.9 63.3 40.7 29.50 132.70 200.90 67.61 2132.20 1973 257.30 193.40 48.60 185.2 300.5 45.9 177.7 112.3 54.1 29.50 132.30 173.60 68.97 2174.94 1974 1 26.90 213.90 76.80 124.3 288.9 77.9 87.5 99.9 53.7 16.40 132.30 219.90 65.13 2053.86 1975 210.30 132.50 74.80 183.3 219.5 43.2 79.5 81.8 45.9 29.10 140.10 187.00 63.79 2011.6 1976 226.10 160.50 110.70 130.3 137.8 143.9 67.6 73.3 54.5 29.50 129.80 204.90 71.a1 2244.70 1977 190.20 140.00 89.10 171.7 252.4 111.1 185.6 132.3 51.1 18.70 120.30 220.60 64.40 2030.89 1978 1 88.30 154.20 65.60 88.8 350.2 82.9 159 150.5 54.5 29.10 129.40 222.10 65.23 2056.97 1979 221.10 234.80 43.60 205.7 325.6 98.8 269.5 150.8 54.5 29.50 141.80 216.20 73.44 2316.11 1980 256.20 194.90 27.00 165 191.1 116.1 97.8 100.7 54.5 2'9.50 126.90 211.30 70.02 2208.03 1981 157.95 126.20 103.40 97.8 233.3 101.5 189.7 43.2 54.5 29.50 128.50 215.80 62.89 1983.32 1982 140.0 210.90 73.30 169.5 298.7 158.5 132.2 114.6 53 29.50 132.70 221.00 66.13 2085.61 1983 263.50 201.20 75.60 76.1 95.2 83.3 92.9 49.8 53 29.40 133.90 185.90 73.1 2307.72 1984 231.40 211.70 97.20 159 426.4 79.9 177.7 137.3 53.7 29.40 130.20 216.50 75.52 2381.63 1985 205.20 144.10 111.90 142.2 290.8 71.4 118.7 91.4 54.1 29.50 132.30 222.90 69.89 2203.97 1986 244.20 193.00 - 84.50 130.7 318.1 110.3 80.3 104.2 51.1 29.50 130.20 221.80 74.74 2356.98 1987 210.40 220.60 94.50 249.4 370 127.3 107.1 40.1 52.3 29.50 134.80 221.00 74.67 2354.87 1988 195.20 204.20 89.10 106 211.3 95.3 117.9 160.1 54.5 23.90 128.10 201.20 69.65 2196.64 1989 255.40 209.10 45.90 178.1 253.5 111.5 160.2 123.1 54.5 29.50 132.70 193.00 71 60 2257.99 1990 243.1i 186.30 111.50 213.6 340.5 112.6 84.7 106.8 53.8 20.90 109.50 172.90 69.83 2202.08 1991 215.60 255.00 107.20 214.3 252 91.8 79.1 152 31.7 28.40 136.80 222.50 79.99 2522.64 1992 223.80 160.50 135.00 179.2 233.3 142.7 237.1 162 81.3 29.50 136.40 222.10 74.95 2363.76 1993 243.10 202.7 111.50 153.1 252 102.2 268 236.1 104.5 29.50 120.30 181.10 73.48 2317.13 AVERAGE 209.88 181.81 81.94 163.71 255.71 100.17 139.21 115.91 53.91 28.04 130.98 205.65 69.32 2186.17 ____________________________________ _________________ ________________ ________________ __________________ ______________I____________________ ________________ TABLE F-2 WATER REIQUIREMENT FOR MWWA (CMS) JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR AVG TOTAL ______ ________ _______ ________ ________ (M CM ) 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 415.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 'I419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 11419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 '45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 '45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45,00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 1419.12 TABLE F-3 WATER REQIJIREMENT FOR VAJIRALONGKORN DAM RELEASE (CMS) YEAR APR MAY JUN JUl, AUG SEP' OCT NOV DE'C JAN I EB MAR AVG TOTAL .____ __(MCM) 1965 81.08 87.16 374.68 418.37 213.69 114.22 126.63 69.57 100.17 40.00 46.70 40.00 143.29 4518.80 1966 40.00 40.00 40.00 40.00 135.09 325.03 97.82 53.92 91.32 40.00 40.00 40.00 81.92 2583.34 1967 40.00 40.00 40.00 40.00 40.00 109.15 162.82 45.03 91.39 40.00 42.47 40.00 61.08 1926.30 1968 40.00 40.00 40.00 40.00 164.82 72.31 123.58 43.94 78.49 40.00 40.00 40.00 53.35 1682.36 1969 40.00 40.00 40.00 40.00 40.00 206.48 101.78 233.49 88.99 40.00 46.03 40.00 90.06 2840.06 1970 40.00 40.00 40.00 40.00 88.02 138.89 40.00 61.18 164.00 40.00 40.00 40.00 60.40 1904.81 1971 40.00 40.00 43.17 40.00 458.08 133.18 98.27 68.12 80.52 40.00 40.00 40.00 62.70 1977.30 1972 40.00 40.00 49.47 335.00 40.00 494.66 360.57 312.75 181.01 40.00 100.21 109.48 210.85 6649.43 1973 57.20 40.00 236.44 302.59 528.81 244.62 184.82 125.84 83.65 40.00 40.00 40.00 119.74 3776.18 1974 134.03 54.13 304.52 114.92 40.00 221.57 696.43 367.52 131.13 55.90 116.24 98.49 236.05 7444.03 1975 94.49 85.36 119.92 94.71 47.56 150.37 185.07 286.91 90.69 40.00 40.00 79.75 108.91 3434.72 1976 69.00 77.63 94.02 40.00 40.00 156.41 176.17 327.08 113.28 40.00 46.32 40.00 102.10 3219.79 1977 93.88 78.99 75.08 40.00 40.00 79.24 40.00 40.00 66.76 40.00 40.00 40.00 55.27 1743.06 1978 40.00 40.00 60.20 69.67 40.00 185.00 107.55 40.00 56.16 40.00 40.00 40.00 63.21 1993.33 1979 40.00 40.00 40.00 40.00 40.00 40.75 40.00 40.00 56.48 40.00 40.00 40.00 41.46 1307.52 I980 40.00 40.00 40.00 40.00 170.52 92.12 132.67 59.01 71.66 . 40.00 40.00 30.00 55.56 1752.00 1981 30.00 40.00 96.08 184.55 743.69 220.96 72.63 426.28 79:21 40.00 42.22 40.00 120.04 3785.72 1982 112.71 40.00 100.01 424.72 48.94 679.81 173.50 53.27 70.87 40.00 40.00 40.00 210.99 6653.69 1983 40.00 40.00 40.00 50.27 40.00 120.57 363.26 285.75 103.54 40.00 40.00 40.00 101.3 3194.70 1984 40.00 40.00 40.00 40.00 218.75 104.57 45.05 40.00 72.03 40.00 40.00 40.00 48.48 1528.84 1985 40.00 40.00 40.00 478.67 40.00 676.31 442.07 220.58 90.60 40.00 40.00 40.00 198.03 6244.91 1986 40.00 224.91 150.50 188.07 40.00 88.88 293.50 51.65 96.64 40.00 40.00 40.00 108.76 3429.87 1987 40.00 40.00 40.00 40.00 40.00 82.64 103.18 247.43 116.35 40.00 40.00 40.00 76.40 2283.33 1988 40.00 40.00 95.52 71.78 40.00 239.84 728.31 139.42 94.07 40.00 40.00 40.00 134.91 4254.54 1989 40.00 40.00 48.76 40.00 40.00 56.08 48.16 52.25 89.64 40.00 40.00 40.00 47.96 1512.39 1990 40:00 40.00 40.00 40.00 40.00 77.06 473.59 348.78 214.91 215.24 111.83 131.34 148.26 46.75.40 l991 40.00 40.00 40.00 40.00 379.27 64.03 163.59 40.00 84.20 40.00 40.00 40.00 85.04 2681.83 1992 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 1261.44 1993 40.00 40.00 41.44 40.00 40.00 86.12 40.00 40.00 40.00 40.00 40.00 40.00 43.91 1384.72 AVERAGE 52.35 52.70 84.51 117.70 133.70 182.80 195.21 143.44 94.06 46.59 48.00 48.56 100.21 3160.15 TABLE F-4 SIMULATION RESULTS OF THE MAEKLONG RIVER BASIN (1965-1993) ITEM i F M A M | J A S 0 N D Remarks 1. Average Reservoir Volume (MCM) Cases of Study 1. I Srinakarin Dam Case I - Exiting Condition Case 1 16,791 16,543 16,244 1.6,045 15,707 15,500 15,528 15,961 16,531 17,011 17,017 16,928 (Wet padday 1.2 M.Rai, 11 16,785 16,536 16,234 1.6,036 15,699 15,494 15,521 15,954 16,523 17,004 17,010 16,921 Dry paddy 0.6 M.Rai, III 16,749 16,491 16,178 1.5,970 15,631 15,439 15,460 15,896 16,467 16,959 16,976 16,887 Upland crop 0.9 M.Rai IV 16,689 16,427 16,102 15,892 15,547 15,381 15,401 15,380 16,402 16,898 16,926 16,837 exit - Thachin Div. and V 16,550 16,266 15,953 15,704 15,382 15,214 15.249 15,683 16,254 16,763 16,808 16,722 Vajiralongkom Release of 40 cms. VI 16,402 16,135 15,806 15,603 15,229 15,052 15,160 15,551 16,127 16,642 16,692 16,606 min 1.2 Khao Laem Darn Case n = Case I + demand of Case 1 8,168 7,867 7,276 6,697 6,359 6,450 6,691 7,576 8,140 8,466 8,419 8,310 RPP (3 cms) II 8,145 7,840 7,249 6,676 6,335 6,428 6,675 7,558 8,123 8,448 8,398 8,287 Case m = Case 1 14 TC. Div. of III 8,105 7,772 7,173 65,593 6,211 6,311 6,606 7,495 8,086 8,419 8,369 8,258 40 cms. IV 8,007 7,642 7,030 6,464 6,054 6,144 6,470 6,381 7,994 8,338 8,288 8,177 Case IV = Case 11 + TC. Div. of V 7,850 7,452 6,811 6,257 5,822 5,910 6,264 7,208 7,854 8,197 8,148 8,036 60 cms VI 7,716 7,291 6,621 6,076 5,624 5,704 6,081 7,062 7,726 8,071 8,023 7,911 Case V = Case 11 + TC.Div of 2. Average Water Damand (MCM) 80 cms 2.1 Iligation 28 131 206 211 182 82 164 256 100 139 116 54 Case VI = Case II - TC.Div. of 2.2 MWWA(4 5cms) 120 109 120 117 120 117 120 120 117 120 117 120 100 cms. 2.3 Vajiralongkom Releas;e (40 cms) 107 97 107 104 107 104 107 107 104 107 104 107 2.4 Thachin Diversion Case I - Exiting Condilion 50 87 115 82 61 57 - II- Exiting + 3cms of RPP 50 87 115 82 61 57 1I1- 40 cms + 3 cIs" 107 97 107 104 107 104 TABLE F-4 (CONTINUED) ITEM J F M A M 3 A S 0 N D Rcnarks IV- 60 cms i 3 cms of RPP 160 145 160 156 160 156 . . Added 3 cins at Vajira.ongkort V- 80cms F " 214 193 214 207 214 207 .. RelCase lor Rl'P' Ilrologlholit VI- 100cms+ 268 242 268 259 268 259 . a year. 3. Max Water Shortage (MCM) 3.1 MWWA - - - NONE 3.2 Vajiralongkorn Release NONE 3.3 Ratchaburi Power Plant NONE 3.4 Irrigationi I Case I NONE if NONE III NONE IV NONE V NONE VI 161 117 | . Shortage inl 1981 3.5 Ihachin )iversion Case I NONE 11 NONE 111 NONE IV NONE v - - 6 Shortage in 1981 V I 134 130 134 - - -Shortage in 1981 TABLE F-5.1 SIMULATION RESULT: VOLUME OF KIAO LAEM RESERVOIR (MCM) CASE 1 = EXITING CONDITION YEAR APR MAY JUN _JL AUG SEP OCT NOV DEC JAN FEB MAR 1965 6879 6563 6642 7087 7757 8461 8883 8876 8773 8644 8297 7577 1966 6879 6563 6531 6800 7589 8477 8697 8633 8529 8391 8193 7577 1967 6S79 6563 6564 6701 7757 8477 8883 8883 8788 8654 8297 7577 1968 6879 6563 6495 6541 7407 8336 8626 8559 8443 8295 8039 7506 1969 6879 6496 6642 6800 7830 8477 8883 8883 8794 8662 8297 7577 1970 6879 6548 6475 6800 7361 8096 8297 8297 8213 8078 7886 7521 1971 6879 6556 6642 6863 7681 8147 8391 8358 8247 8100 7861 7429 1972 6879 6409 6642 8163 8601 8539 8883 8883 8838 8729 8297 7577 1973 6879 6546 6642 6800 7533 8477 8881 8857 8758 8596 8297 7577 1974 6879 6563 6642 6800 7757 8294 8796 8883 8829 8723 8297 7577 1975 6879 6563 6642 6800 7641 8283 8797 8861 8787 8643 8297 7577 1976 6879 6563 6547 6800 7578 8453 8883 8883 8798 8650 8297 7577 1977 6879 6563 6486 6789 7636 8477 8525 8398 8264 8113 7880 7330 1978 6833 6574 6416 6474 7674 8477 8883 8779 8709 8575 8279 7577 1979 6879 6452 6475 6800 7757 8166 8350 8191 8046 7896 7639 7073 1980 6461 6031 5998 5999 6264 6971 7174 7134 7026 6880 6645 6135 1981 5670 5475 6348 6800 8485 8477 8883 8883 8841 8745 8297 7577 1982 6879 6547 6642 6800 8825 8788 8883 8883 8813 8695 8297 7577 1983 6879 6539 6399 6315 6491 6735 7429 7476 7385 7253 7113 6906 1984 6645 6350 6642 6800 7574 8364 8728 8678 8573 8448 8207 7577 1985 6879 6563 6642 6934 7757 8477 8745 8746 8608 8455 8242 7577 1986 6879 6563 6633 6800 7443 7809 7972 7914 7775 7617 7340 6876 1987 6506 6105 6188 6124 6287 7085 7468 7479 7352 7210 6941 6392 1988 6063 6048 6570 6800 7680 8064 8815 8864 8765 8643 8254 7577 1989 6879 6512 6500 6598 7320 7807 7935 7818 7657 7493 7137 6642 1990 6050 5710 5943 6394 6622 7451 7986 7949 7821 7657 7493 7285 1991 6692 6073 6642 6800 8679 8477 8739 8594 8438 8265 7971 7355 1992 6716 6367 6161 6332 7630 8102 8259 8104 7947 7744 7286 6577 1993 5874 5457 5252 5528 7092 7837 7853 7417 7188 7021 6774 6338 AVERAGE 6697 6359 6450 6691 7576 8140 8466 8419 8310 8168 7867 7276 TABLE F-5.2 SIMULATION RESLT: VOLUME OF KHAO LAEM RESERVOIR (MCM) CASE 2 = CASE 1 + 3 CMS. OF RPP. YEAR APR MAY JUN AUG SEI OCT NOV DCc JAN 'E1l MAR 1965 6879 6563 6642 7087 7757 8461 8S83 8876 8773 8644 8297 7577 1966 6879 6563 6527 6800 7589 8477 3697 8628 8523 8385 8182 7577 1967 6879 6563 6559 6693 7757 8477 8883 8883 8788 8654 8297 7577 1968 6879 6563 6491 6532 7394 8322 8613 8538 8422 8274 8010 7480 1969 6871 6470 6642 6800 7830 8477 8883 8883 8794 8662 8297 7577 1970 6879 6544 6470 6800 7356 8090 8285 8285 8201 8066 7869 7510 1971 6879 6548 6642 6863 7681 8147 8391 8358 8247 8100 7853 7414 1972 6879 6403 6642 8163 8601 8539 8883 8883 8838 8729 8297 7577 1973 6879 6541 6642 6800 7528 8477 8881 8857 8750 8596 8294 7577 1974 6879 6563 6642 6800 7757 8294 8796 8883 8829 8723 8297 7577 1975 6879 6563 6642 6800 7636 8276 8792 8856 8781 8638 8297 7577 1976 6879 6563 6543 6800 7572 8448 8883 8883 8793 8650 8297 7577 1977 6879 6563 6486 6783 7624 8477 8517 8382 8240 8089 7849 7291 1978 6800 6497 6382 6432 7635 8477 8883 8771 8701 8567 8267 7577 1979 6879 6444 6467 6800 7757 8160 8337 8170 S017 7867 7603 7028 1980 6409 6021 5938 5930 6193 6899 7102 7054 6945 .6799 6556 6039 1981 5566 5363 6235 6800 8485 8477 8883 8883 8841 8745 8297 7577 1982 6879 6543 6642 6800 , 8825 8788 8883 8883 8813 8695 8297 7577 1983 6879 6535 6391 6303 6473 6718 7411 7459 7368 7235 7095 6887 1984 6618 6315 6642 6800 7569 8359 8718 8663 8558 8433 8187 7570 1985 6879 6563 6642 6934 7757 8477 8745 8746 8608 8455 8238 7577 1986 6879 6563 6633 6800 7438 7803 7967 7988 7770 7611 7327 6856 1987 6477 6069 6152 6078 6346 7043 7426 7437 7310 7168 6892 6332 1988 6007 5983 6504 6800 7673 8057 8808 8877 8758 8636 8247 7577 1989 6879 6507 6496 6589 7303 7789 7908 7784 7623 7459 7095 6593 1990 5994 5645 5870 6312 6533 7361 7895 7858 7729 7565 7401 7192 1991 6592 5966 6602 6800 8679 8477 8739 8589 8433 8254 7954 7334 1992 6699 6342 6128 6288 7578 8043 8191 8029 7864 7653 7188 6471 1993 5761 5336 5123 5390 6946 7691 7700 7256 7019 6851 6579 6137 AVE3RAGE 6676 6335 6428 6675 7558 8123 84498 8398 8287 i 814 5 7840 7249 TABLE F-5.3 SIMULATION RESULT: VOLUME OF KHAO LAEM RESERVOIR (MCM) CASE 3= CASE 2 + 40 CMS. OF TACHIN DIVERSION YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR 1965 6879 6539 6642 7087 7757 846l 8883 8- 76 8773 8618 S264 7577 1966 6866 6544 6454 6800 7589 8477 8697 862S 8523 8385 8113 7492 1967 6872 6588 6450 6590 7757 8477 8883 S883 8788 8654 8267 7577 1968 6879 6528 6386 6435 7306 8234 8574 8449 8333 8184 7824 7200 1969 6522 6060 6215 6705 7757 8477 8883 S883 8794 8662 8297 7577 1970 6879 6474 6387 6791 7356 8091 8286 8285 8202 8067 7806 7402 1971 6825 6457 6642 6863 7681 8147 8391 8358 8247 8100 7756 7210 1972 6739 6192 6606 6129 8568 8503 8883 8883 8838 8729 8297 7577 1973 6878 6486 6642 6800 7528 8477 8881 8857 8750 8582 8236 7577 1974 6879 6516 6642 6800 7757 8294 8796 8883 8829 8723 8297 7577 1975 6879 6535 6628 6800 7636 8278 8792 8856 8781 8638 8268 7577 1976 6879 6536 6462 6800 7572 8448 8883 8883 8793 8650 8271 7577 1977 6879 6536 6402 5753 7590 8477 8517 8302 8240 8063 7730 7066 1978 6494 6111 5891 5941 7146 8241 8883 8771 8701 8528 8152 7445 X0 1979 6768 6252 6239 6703 7757 8148 8313 8148 7995 7807 7452 6785 1980 6073 5631 5523 5544 5757 6459 6658 6618 6506 6327 6027 5484 1981 4975 4681 5546 6402 8102 8477 8883 8883 8841 8742 8297 7577 1982 6879 6485 6583 6800 8825 8788 S883 8883 8813 8665 8266 7557 1983 6868 6477 6285 5198 6368 6612 7304 7352 7260 7127 6987 6767 1984 6404 6054 6642 6800 7569 8359 8718 8663 8558 8402 8091 7440 1985 6844 6495 6642 6934 7757 8477 8745 8746 8608 8455 8192 7536 1986 6879 6563 6633 6800 7438 7803 7967 7908 7770 7611 7268 6727 1987 6272 5794 5844 5826 6000 6795 7177 7186 7058 6884 6572 5970 19S8 5590 5528 6045 6396 7267 7649 8398 8445 8345 8222 7987 7518 1989 6866 6479 6468 - 6561 7275 7761 7881 7757 7595 7431 7065 6578 1990 5987 5633 5839 6282 6502 7330 7864 7827 7698 7534 7369 7161 1991 6540 5856 6477 6800 8679 8477 8739 8588 8432 8242 7936 7369 1992 6778 6435 6266 6438 7691 8163 8313 8151 7986 7792 7437 6802 1993 6142 5747 5538 5807 7361 8107 8114 7669 7432 7226 6879 6327 AVERAGE 6593 6211 6311 5606 7495 8086 8419 8369 8258 S105 7772 7173 TABLE F-5.4 SIMULATION RESULT: VOLUME OF KIIAO LAEM RESERVOIR (MC,M1) CASE 4 = CASE 2 + 60 CMS. OF TACHIN DIVERSION YE AR AlPlt NMAY .) IN l I. Al (; SIT.' ()(' N<)V 1)1 ( JAN I'i1l Ni \Ri 1965 6877 6512 6642 7087 7757 8461 18883 8876 8773 86I 8215 752(0 1966 6N815 64183 686N 6800 7589 84177 1697 8628 8523 835 5 8(052 7127 I)67 681t) 64l(1 635() 6( 92 773.1 X177 K883 X8Kt X7XX X(6-X 8.t18 7 IV' I1 68 6X73 6.176 6 321 6183 725) I 186 K476 8N101 8 8 N5 8(95 7691 7u1(8 1969 6289 5783 5919 6434 7757 8477 8883 88X3 8794 8626 821(8 75311 1970 6858 6425 6376 6769 7332 8066 8259 8259 8175 8040 7746 7313 1971 6745 6388 6642 6863 7681 8147 8391 8358 8247 8(5o 767(1 7071 1972 6613 5995 6825 7857 8306 8477 8883 8883 8838 8727 8297 7 577 1973 6851 6449 6642 6800 7528 8477 8881 8857 875(0 857(1 82(03 7575 1974 6879 6487 6642 6800 7757 8294 8796 8883 8829 8723 8297 7577 1975 6879 6506 6585 6800 7636 8278 8792 8856 8781 8625 8233 7577 1976 687') 65(17 6(107 6799 7574 845(0 N883 8883 879'3 8632 8218 7577 1977 6879 65()7 6.1-)8 6717 7553 8177 8517 8(82 X!l(1 8(X15 7111 W))17 1978 6324 5886 5615 567(1) 6863 7956 8863 8771 87011 85X11 1I0 (').1 715) 1979 6654 6078 6()53 6512 7684 8()8 82-17 08l1( 7931 772-1 712.2 63(5 9Xt(' 5836 5215 5162 5157 5-119 611N 6314 6270 1 655 5952 55t8 1)27 I9)1N (1(138 *11 13 5(1() 5861 7757 8X161 888 X881 88.11 87.81 8.'82 1,111 1982 6879 6456 6532 68(I(1 8825 8788 88813 8883 8X13 8653 8X2i3 7.1i8 1983 6814 6434 6217 6131 6302 6545 7237 7283 7191 7058 6917 671)8 1984 63(6 5924 6554 68(00 7552 81312 87(11 864(1) 535 8357 7 9 91 71)') 1985 6732 6398 6642 6934 7757 8477 8745 8746 86118 8S.t 1 8160 74185 1986 6872 6563 6633 6800 7438 78(03 7967 7908 7770 7611 72311 6663 1987 6157 5697 5741 5752 58.19 66.11 7(02-1 7(132 (0.11 671 ,(11 ( 5(1 5752 198( 5311 5213 5726 6074 6933 7313 8061 81(06 81(114 7879 76511 73105 1989 6717 6331 6318 6415 7127 7612 7732 7608 7445 7257 68-16 63118 1990 5666 5257 5443 5884 6105 6930 7462 7423 7292 7126 696(0 6749 1991 6078 5343 5910 6748 8629 8477 8739 8583 8427 8215 7852 7237 1992 6656 6271 6043 6184 7476 7942 8090 7927 7763 7551 71.17 6(461 1993 5753 5303 5043 5310 6867 7611 7621 7178 6941 6717 63(15 57(14 AVI-i?AGI- 6464 6054 6144 6470 7381 7994 8338 8288 8177 80117 7612 7().10 TABLE F-5.5 SIMULATION RESULT: VOLUME OF KHAO LAEM RESERVOIR (MCM) CASE 5 == CASE 2 + 80 CMS. OF TACHIN DIVERSION YEAR APR MAY _JN JUL AUG SEP OCT NOV DEC JAN FEB MAR 1965 6850 6472 6642 7087 7757 8461 8883 8876 8773 8584 8164 7453 1966 6749 6417 6274 6800 7589 8477 8697 8628 8523 8342 8002 7365 1967 6744 6376 6243 6371 7660 8477 88S3 8883 8788 8602 8130 7421 1968 6782 6378 6190 6233 7074 8001 8290 8215 8098 7891 7438 6713 1969 5951 5415 5540 6058 7757 8477 8883 8883 8794 8608 8139 7418 1970 6742 6293 6173 6644 7168 7902 8085 8084 7999 7826 7416 6903 1971 6360 5939 6195 6800 7617 8083 8326 8293 8182 7974 7538 6886 1972 6381 5757 6017 7559 S018 8477 8883 8883 8838 8713 8297 7577 1973 6824 6413 6642 6800 7528 8477 8881 8857 8750 8559 8169 7520 1974 6879 6458 6642 6800 7757 8294 8796 * 8883 8829 8708 8279 7571 1975 6876 6478 6543 6800 7636 8278 8792 8856 8781 8610 8195 7541 1976 6842 6467 6343 6774 7549 8425 8883 8883 8793 8620 8202 7525 1977 6879 6478 6296 6666 7501 8477 8517 8382 8240 8027 7598 6828 1978 6153 5662 5338 5391 6591 7683 8589 8541 8469 8260 7827 7059 1979 6292 5684 5653 6099 7284 7675 7844 7682 7530 7305 6854 6088 1980 5294 4816 4678 4695 4926 5619 5811 5763 5643 5437 5067 4458 1981 3865 3514 4362 5204 7757 8461 8883 8883 8841 8711 8238 7522 1982 6879 6427 6475 6800 8825 8788 8883 S883 8813 8641 8192 7447 1983 6740 6338 6096 6009 6179 6421 7112 7158 7065 6931 6790 6604 1984 6169 5728 6339 6656 7394 8184 8542 8465 8361 8164 7714 6941 1985 6375 6004 6642 5934 7757 8477 8745 8746 8608 8430 8120 7429 1986 6807 6563 6633 iss00 7433 7803 7967 7908 7770 7586 7184 6595 1987 6068 5601 5630 :5645 5689 6482 6861 6868 6737 6542, 6175 5531 1988 5151 4979 5490 5835 6693 7073 7819 7868 7760 7634 7428 7042 1989 6508 6081 6065 6150 6860 7344 7464 7340 7176 6969 6510 5921 1990 5249 4815 4983 5422 5647 6468 6997 6955 6821 6652 6482 6268 1991 5550 4767 5281 6174 8075 8477 -S789 8564 8408 8172 7717 6967 1992 6270 6809 5592 5784 7078 7544 7694 7531 7366 7136 6685 5949 1993 5214 4716 4405 4669 6231 6971 6980 6641 6286 6025 5564 4916 AVERAGE 6257 5822 5910 6234 7288 7854 8197 8148 8036 7850 7452 6811 TABLE F-5.6 SIMULATION RESULT: VOLUME OF KHIAO LEAM RESERVOIR (MCM.) CASE 6 = CASE 2 + 100 CMS. OF THA CHIN DIVERSION YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR I'K,5 6827 6439 6642 7087 7757 8461 8883 8876 8773 8575 8119 7393 I ')(u G6686 (331 616/ 6799 1589 8411 8691 8632 8521 8334 19,h 1281 1967 6656 6261 6083 6194 7490 8477 8883 8883 8788 8592 8082 7312 I"(90 6667 6239 6099 6068 6833 7758 8047 7979 7861 7643 7149 6381 1969 5561 5001 5103 5632 7745 8477 8883 8883 8794 8599 8092 7330 1970 6600 6057 5926 6392 6911 7644 7834 7832 7746 7579 7188 6617 1971 6015 5611 5778 6783 7600 8066 8309 8276 8164 7947 7470 6774 1972 6198 8869 5793 7340 7807 8477 8883 8883 8838 8704 8297 7560 1(71 6798 6382 6642 6800 7533 8477 8881 8857 8750 8552 8138 7470 I971 6874 6434 6642 6800 7757 8294 8796 8883 8829 8681 8239 7530 1975 6836 6439 6501 6800 7641 8283 8797 8861 8787 8606 8164 7501 1976 6803 64 29 6286 6760 7539 8475 8883 8883 8793 8612 8169 7468 191/ 6834 6439 6239 6615 7456 8456 8505 8378 8244 8021 7551 6736 1978 6018 5481 5113 5163 6388 7479 8384 8343 8271 8052 7578 6765 1979 6018 5471 5427 5883 7078 7478 7657 7504 7360 7125 6634 5825 I9'() 4969 4352 4195 4194 4425 5113 5299 5260 5135 4915 4474 3969 71 19XI 3620 3338 4182 5022 7757 8461 8883 8883 8841 8691 8190 7439 _ 1(982 6879 6403 6426 6800 8825 8788 8883 8883 8813 8635 8160 7402 1983 6687 6246 6052 5972 6143 6384 7075 7121 7028 6894 6752 6539 19X4 6015 5554 6140 6454 7165 7953 8320 8251 8145 7939 7448 6654 1985 6028 5662 6411 6800 7757 8477 8745 8746 8608 8423 8086 7385 I986 6748 6500. 6570 6800 7443 7809 7972 7914 7775 7584 7153 6542 19X7 6006 5515 5533 5532 5586 6377 6756 6762 6630 6423 6028 5391 19X8 4917 4746 5253 5596 6472 6849 7594 7638 7533 7407 7251 6869 (9'9 6289 5822 5804 5881 6612 7094 7222 7106 6941 6724 6223 5592 i99( 4861 4350 4502 4949 5185 6002 6527 6481 6343 6170 5997 5779 1991 5021 4209 4677 5582 7757 8280 8542 8375 8218 7972 7476 6689 1992 6006 5575 5281 5454 6759 7234 7393 7238 7082 6842 6349 5572 1993 4777 4251 3944 4214 5782 6517 6534 6052 5804 5529 5027 4232 AVI'UACE 6076 5624 5704 6081 7062 7726 8071 8023 7911 7716 7291 6621 TABLE F-6.1 SIMULATION RESULT: VOLUME OF SRINACARIND RESERVOIR (MCM) CASE 1 = EXITING CONDITION YEAR APR MAY JN JUL AUG SEP OCT NOV DEC JAN FEB MAR 1965 16520 16113 15856 :15881 16445 16777 17551 17290 17194 17058 16913 16744 1966 16520 16118 15803 :15881 16272 17084 17422 17421 17337 17200 16952 16795 1967 16520 16118 15803 :15622 16233 16810 17351 17371 17278 17141 16999 16848 1968 16520 16118 15803 :15602 15961 16334 16528 16458 16326 16178 15920 15683 1969 15467 15179 15113 15222 16066 16877 17334 17453 17361 17222 17063 16883 1970 16520 16118 15803 [t5881 16116 16630 17116 17276 17276 17149 16915 16626 1971 16487 16118 15803 25881 16276 16692 16923 16951 16840 16690 16432 16159 1972 15990 15629 15522 1.5881 16479 17296 17745 17745 17745 17657 17337 16928 1973 16520 16118 15805 1.5881 1622 17164 17745 17745 17687 17558 17337 16928 1974 16520 16118 15803 1 5881 16479 17161 17745 17745 17745 17704 17337 16928 1975 16520 16118 15803 15881 16171 16859 17745 17745 17745 17673 17337 16928 1976 16520 16118 15803 15881 16193 16915 17338 17674 17638 17519 17337 16928 1977 16520 16118 15803 15740 15819 16105 16025 15861 15699 15510 15865 14983 1978 14740 14503 14370 14433 15226 16067 16994 17002 16891 16736 16549 16393 1979 16249 15908 15803 15881 16467 16827 16960 16774 16615 16431 16141 15876 _ 1980 15623 15401 15841 15209 15200 15679 16183 16197 16067 15890 15638 15372 1981 15109 14942 15081 15859 16478 17295 17745 17745 17745 17674 17337 16928 1982 16520 16118 15803 15881 16727 17296 17745 17745 17644 17496 17318 16928 1983 16520 16118 15803 15664 15704 15962 17555 17745 17705 17592 17310 16852 1984 16423 16014 15803 15881 16114 16718 17323 17301 17210 17076 16803 16605 1985 16466 16118 15803 15881 16479 17296 17745 17745 17702 17591 17307 16928 1986 16520 16231 15803 15881 16088 16434 16761 16740 16629 16462 16220 15973 1987 15748 15435 15362 15224 15164 15757 16123 16252 16135 15994 15816 15516 1988 15282 15347 15592 15764 16094 17160 17745 17745 17741 17662 17337 16928 1989 16520 16118 15803 15592 15721 15923 16086 15975 15807 15630 15386 15106 1990 14825 14575 14490 14515 14537 14943 15483 15472 15331 15157 14976 14776 1991 14489 14181 14274 14448 15954 . 16528 17407 17407 17291 17166 16848 16471 1992 16159 15778 15419 15303 15681 15792 16198 16134 15993 15801 15504 15230 1993 14955 14619 14434 14273 14513 15020 14998 14772 14531 14334 14123 13829 AVERAGE 16045 15707 15800 15528 15961 16531 17011 17012 16928 16791 16543 16244 TABLE F-6.2 SIMULATION RESULT: VOLUME OF SRINACARIND RESERVOIR (MCM) CASE 2 = CASE I + 3 CMS. OF RPP. YEAR APR MIAY JUN JUL AUG SEP OCT NOV DEC JAN FEB I MAR 1965 16520 16118 15856 15881 16445 16777 17251 17290 17194 17058 16913 16744 1966 16520 1611 15803 15881 16272 17084 17422 17418 17334 17197 16947 16774 1967 16520 16118 15803 15617 16229 16806 17347 17367 17274 17137 16995 16844 1968 16520 16118 15803 15599 15955 16328 16522 16451 16319 16171 15913 15665 1969 15412 15125 15059 15168 16011 16823 17279 17399 17306 17168 17008 16829 1970 16520 16118 15803 15881 16113 16627 17112 17272 17271 17145 16908 16607 1971 16467 16118 15803 15881 16276 16592 16923 16951 16840 16690 16432 16159 1972 15990 15627 15520 15881 16479 17296 17745 17745 17745 17657 17337 16928 1973 16520 16118. 15805 15881 16220 17161 17745 17745 17687 17558 17337 16928 1974 16520 1611 15803 15881 16479 11161 17745 17745 17745 17704 17337 16928 1975 16520 16118 15803 15881 16169 16856 17745 17745 17745 17673 17337 16928 1976 16520 16118 15803 15881 16190 16913 17335 17672 17631 17517 17337 16928 1977 16520 16118 15803 15737 15816 16102 16021 15857 15695 15507 15262 14979 1978 14723 14471 14339 14401 15195 16037 16964 16972 16862 16706 16508 16360 1979 16217 15871 15803 15881 16467 16825 16958 16771 16621 16429 16139 15873 _ 1980 15621 15398 15339 15206 15192 15672 16176 16189 16059 15S82 15631 15365 1981 15107 14936 15075 15353 16479 17296 17745 17745 17745 17674 17337 16928 1982 16520 16118 15803 15881 16727 t7296 17745 17745 17644 17496 17318 16928 1983 16520 16118 15803 15660 15697 15955 17548 17745 17705 17592 17303 16841 1984 16410 16000 15803 15881 16112 16715 17319 17295 17203 17069 16794 16563 1985 16443 16118 15803 15881 16479 17296 17745 17745 17702 17591 17304 16928 1986 16529 16231 15803 15881 16081 16431 16758 16338 16627 16459 16218 15970 1987 15745 15435 15359 15223 15150 15743 16109 16238 16121 15980 15802 15504 1988 15260 15325 15570 15742 16071 17137 17745 17745 17741 17662 17337 16928 1989 16520 16118 15803 15589 15718 15921 16083 15972 15804 15627 15383 15103 1990 14823 14573 14488 14513 14535 14942 15481 15470 15329 15155 14975 14774 1991 14488 14180 14270 14442 15948 16522 17401 17399 17283 17156 16836 16454 1992 16130 15750 15391 15279 15656 15768 16174 16110 15969 15778 15481 15207 1993 14932 14595 14412 14252 14492 14998 14977 14751 14510 14313 14119 13825 AVERAGE 16036 15699 15494 15521 15954 16523 17004 17010 16921 16785 16536 16234 TABLE F-6.3 SIMULATION RESLT: VOLUME OF SRINACARIND RESERVOIR (MCM) CASE 3= CASE 2 + 40 CMS. OFF TACHIN DIVERSION YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR 1965 16520 16118 15859 15881 16445 16777 17251 17290 17194 17054 16897 16733 1966 16520 16118 15803 15881 16272 17084 17422 17418 17334 17197 16919 16643 1967 16476 16118 15803 15612 16208 16785 17326 17346 17253 17116 16963 16831 1968 16520 16118 15803 15591 15937 16310 16504 16434 16302 16154 15896 15648 1969 15361 15050 14968 14965 15805 16617 17073 17192 17099 16961 16801 16622 1970 16442 16084 15803 15881 16116 16630 17114 17274 17274 17147 16877 16525 1971 16301 15982 15803 15881 16276 16692 16923 16951 16840 16690 16433 16159 1972 15925 15539 15399 15881 16479 17296 17745 17745 17745 17657 17337 16928 1973 16520 16118 15805 15881 16220 17161 17745 17745 17687 17547 17336 16928 1974 16520 16118 15803 15881 16479 17161 17745 17745 17745 17704 17337 16928 1975 16520 16118 15803 15881 16169 16856 17745 17745 17745 17673 17337 16928 1976 16520 16118 15803 15881 16192 16513 17335 17672 17631 17517 17337 16928 1977 16520 16118 15803 15694 15776 16061 15981 15817 15655 15464 15226 14943 1978 14877 14389 14256 14318 15111 15953 16880 16808 16777 16619 16411 16181 1979 15958 15597 15495 15517 16100 16471 16615 16427 16260 16082 15787 15519 - 1980 15258 14984 14912 14762 14801 15279 15782 15787 15656 15469 15192 14849 1981 14522 14343 14480 14755 15938 16787 17401 17745 17745 12670 17337 16928 1982 16520 16118 15803 15881 16727 17296 17745 17745 17644 17478 17277 16928 1983 16520 16118 15803 15659 15695 15954 17547 17745 17705 17584 17210 16661 1984 16213 15744 15803 15881 16112 16715 17319 17295 17203 17063 16768 16464 1985 16276 16035 15803 15881 16479 17296 17745 17745 17702 17591 17268 16928 1986 16520 16231 15803 15881 16001 16431 18758 16738 16627 16459 16207 15960 1987 15735 15407 15316 15136 15058 15650 16016 16145 16027 15884 15714 15443 1988 15181 15193 15438 15610 15942 17007 17745 17745 17741 17662 17335 16928 1989 16520 16118 15803 15588 15718 15920 16083 15971 15803 15627 15383 15103 1990 14823 14573 14487 14513 14535 14942 15481 15470 15329 15155 14974 14774 1991 14487 14179 14247 14418 15925 16498 17378 17376 17260 17131 16812 16450 1992 16177 15831 15489 15364 15767 15875 16287 16222 16081 15916 15619 15345 1993 15071 14735 14547 14384 14625 15132 15112 14886 14645 14445 14241 13947 AVERAGE 15970 15631 15439 15460 15896 1 6467 16959 16976 16887 16749 16491 16178 TABLE F-6.4 SIMULATION RESULT: VOLUME OF SRINACARIND RESERVOIR (MCM) CASE 4 = CASE 2 + 60 CMS. OF' TACHIN DIVERSION YEAR APR MAY JN in AUG SEP OCT NOV DEC JAN FEB MAR 1965 16520 16118 15859 15881 16445 16777 17251 17290 17194 17053 16883 16663 1966 16407 16118 15803 15881 16?72 17084 17422 17418 17334 17185 16902 16576 1967 16354 16033 15771 15578 16087 16662 17203 17223 17129 16990 16827 16633- 1968 16494 16118 15803 15586 15929 16302 16496 16425 16293 16143 15888 15640 1969 15353 15033 14919 14904 15746 16557 17013 17133 17040 16899 16728 16525 1970 16328 15954 15802 15850 16086 16600 17087 17247 17246 17119 16835 16459 1971 16173 15796 15803 15881 16276 16692 16923 16951 16840 16688 16437 16164 1972 15876 15497 15369 15881 16479 17296 17745 17745 17745 17654 17337 16928 1973 16520 16106 15803 15881 16220 17161 17745 17745 17687 17539 17301 1692S 1974 16520 16118 15803 15881 16479 17161 17745 17745 17745 17704 17337 16925 1975 16520 16118 15803 15881 16169 16856 17745 17745 17745 17642 17337 16925 1976 16520 16118 15803 15881 16190 16912 17335 17671 17630 17503 17308 1682S 1977 16520 16118 15803 15676 15760 16045 15965 15801 15639 15448 15210 14927 1978 14660 14374 14241 14305 15100 15943 16869 16877 16767 16596 16379 1613: 1979 15876 15524 15383 15410 15872 16242 16385 16197 16037 15834 15539 15269 _ 1980 15014 je787 14704 14582 14573 15049 15551 15558 15426 15231 14991 14694 1981 14299 14061 14196 14470 15652 16500 17114 17745 17745 17653 17337 16928 1982 16520 16118 15803 15881 16727 17296 17745 17745 17644 17448 17223 16908 1983 16520 16061 15803 15658 15694 15952 17546 17745 17705 17563 17141 16519 1984 16059 15579 15632 15745 15993 16596 17205 17187 17096 16955 16668 16342 1985 16083 15773 15803 15881 16479 17296 17745 17745 17702 17578 17236 16901 1986 16520 16231 15803 15881 16081 16431 16758 16738 16627 16459 16193 15922 1987 15697 15298 15162 14953 14952 15544 15909 16038 15920 15772 15603 15276 1988 15023 15021 15265 15436 15782 16847 17745 17745 17741 17658 17288 16779 1989 16354 15910 15793 15576 15707 15910 16072 15961 15793 15614 15378 15098 1990 14817 14570 14462 14491 14513 14919 16459 15447 15307 15132 14951 14751 1991 14465 14156 14227 14314 15818 16391 17271 17274 17158 17004 16693 16327 1992 16004 15636 15303 15209 15588 15697 16103 16040 15899 15707 15411 15136 1993 14861 14528 14341 14182 14420 14927 14905 14678 14438 14219 14033 13738 AVERAGE 15892 15542 15381 15481 15830 16402 16898 16926 16837 16689 16427 16162 TABLE F-6.5 SIMULATION RESULT: VOLUME OF SRINACARIND RESERVOIR (MCM) CASE 5= CASE 4 + 80 CMS. OF TACHIN DIVERSION YEAR APR MAY JUN JU AUG SEP OCT NOV DEC JAN FEB MAR 1965 16520 16118 15859 15881 16445 16777 17251 17290 17194 17024 16845 16587 1966 16279 16013 15791 15881 16272 17084 17422 17418 17334 17167 16872 16505 i967 16235 15860 15589 15410 15884 16461 17001 17021 16928 16787 16641 16417 1968 16217 15869 15636 15431 15808 16181 16375 16304 16172 16005 15750 15501 1969 15198 14857 14702 14685 15526 16337 16793 16912 16819 16673 16510 16298 1970 16053 15653 15460 15481 15756 16270 16767 16927 16926 16797 16593 16244 1971 15896 15525 15479 15881 16276 16692 16923 16951 16840 16667 16417 16143 1972 15852 15426 15314 15881 16479 17296 17745 17745 17745 17637 17337 16928 1973 16520 16062 15803 15881 16228 17161 17745 17745 17687 17504 17241 16928 1974 16520 16118 15803 15881 16479 17161 17745 17745 17745 17692 17337 16928 1975 16520 16118 1S803 15881 1616S 16856 17745 17745 17745 17602 17337 16928 1976 16520 16118 15803 15861 16169 16892 17314 17651 17610 17477 17259 16928 1977 16520 16118 15803 1:5675 15758 16045 15964 15800 15638 15421 15183 14901 1978 14634 14349 14216 14280 15067 15910 16836 16802 16691 16485 16238 15976 1979 15740 15356 15169 1:5212 15676 16045 16188 15998 15838 15602 15308 15037 - 1980 14757 14417 14289 141146 14178 14645 15145 15156 15022 14778 14477 14100 1981 13761 13544 13733 14005 15188 16032 16645 17641 17722 17593 17337 16928 1982 16520 16096 15803 1:5881 16727 17296 17745 17745 17644 17406 17159 16805 1983 16410 15930 15654 1.'510 15548 15804 17397 17745 17705 17520 17051 16362 1984 15885 15402 15422 15503 15776 16378 16997 16995 16903 16728 16477 16201 1985 15883 15547 15592 15881 16479 17296 17745 17745 17702 17556 17195 16823 1986 16520 16231 15803 15881 16088 16431 16758 16738 16627 16449 16170 15864 1987 15609 15164 14991 141780 14838 15423 15788 15917 15799 15600 15390 15007 1988 14694 14712 14955 15125 15476 16536 17745 17745 17741 17611 17171 16650 1989 16120 15666 15548 15344 15479 15681 15842 15731 15562 15382 15147 14866 1990 14566 14293 14153 141185 14205 14610 15148 15135 14993 14818 14636 14436 1991 14148 13837 13911 13956 15465 16033 16912 16935 16819 16637 16370 16086 1992 15829 15486 15090 14947 15323 15431 15841 15779 15640 15413 15119 14843 1993 14545 14198 14024 13870 14108 14609 14589 14360 14140 13907 13725 13428 AVERAGE 15740 15382 15214 1'249 15638 16254 16806 8 16722 16550 16286 15953 TABLE F-6.6 SIMULATION RESLT: VOLUME OF SRINACARLND RESERVOIR (MCM) CASE 6 = CASE 2 + 100 CMS. OF TACHIN DIVERSION YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR 1965 16520 16118 15859 15881 16445 16777 17251 17290 17194 16987 16805 16518 1966 16169 15874 15667 ISS10 16198 17010 17347 17348 17264 17063 16776 16402 1967 16082 15688 15419 1S265 15742 16319 16859 16879 16785 16609 16463 16256 1968 16018 15660 15375 15241 15704 16076 16270 16199 16066 15865 15611 15362 1969 15074 14713 14539 14520 15361 16171 16627 16746 16653 16472 16308 16092 1970 15858 15508 15282 15317 15606 16120 16618 16778 16777 16620 16355 16022 1971 15691 15255 15253 15628 16020 16436 16666 16694 16583 16375 16125 15851 1972 15588 15123 15002 15612 16387 17296 17745 17745 17745 17601 17337 16928 1973 16520 16021 15803 15881 16223 17164 17745 17745 17687 17466 17185 16917 1974 16520 16118 15803 15881 16479 17161 17745 17745 17745 17673 17337 16928 1975 16520 16118 15803 15881 16171 16859 17745 17745 17745 17567 17322 16928 1976 16520 16118 15786 15811 16122 16845 17267 17604 17562 17401 17170 16898 1977 16520 1611 15780 15656 15742 16027 15947 15782 15620 15368 15130 14848 1978 14580 14296 14163 14227 14998 15840 16766 16732 16621 16380 16134 15872 1979 15574 15085 14868 14910 15369 15740 15881 15691 15530 15259 14966 14693 * 1980 14435 14190 14038 13924 13956 14430 14929 14936 14802 14527 14260 13896 1981 13544 13343 13532 13802 14981 15827 16440 17437 17517 17363 17166 16836 1982 16520 16075 15801 15881 16727 17296 17745 17745 17644 17367 17105 16718 1983 16289 15802 15476 15346 15387 15644 17237 17655 17615 17386 16876 16169 1984 15738 15229 15232 15324 15633 16236 16854 16853 16761 16552 16300 16001 1985 15700 15316 15241 15778 16394 17296 17745 17745 17702 17517 17142 16736 1986 16445 16118 15803 15881 16083 16434 16761 16740 16629 16443 16151 15822 1987 15532 15066 14860 14673 14724 15315 15680 15808 15690 15458 15237 14851 19S8 14539 14513 14755 14924 15262 16327 17745 17745 17741 17567 17036 16466 1989 15940 15481 15342 15166 15289 15490 15651 15538 15369 15166 14933 14650 1990 14368 14128 13961 13995 14013 14417 14954 14941 14798 14622 14439 14240 1991 13951 13626 13703 13746 15249 15821 16700 16723 16607 16390 16125 15833 1992 15520 15103 14741 14627 15000 15105 15519 15458 15319 15059 14766 14489 1993 14209 13847 13623 13473 13703 14205 14188 14012 13794 13531 13352 16159 AVERAGE 15603 15229 15052 15106 155551 16127 16642 16692 16606 18402 16135 15806 TABLE F-7 WATER SH[URTAGE OF IRRIGATION DEMAND FOR CASE 6 (MCM) (CASE 6= EXITING CONDITION + 3 CMS. OF RPP. + 100 CMS. OF TACHIN DIVERSION) _EAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB AVG. TOTAL 1965 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1966 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1967 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1968 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1969 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1970 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1971 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1972 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1973 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1974 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1975 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1976 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1977 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1978 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1979 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1980 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ;7 1981 117.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.85 117.54 1982 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1983 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1984 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1985 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1986 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1987 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1988 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1989 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1990 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1991 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1992 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1993 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 A9ERAGE 4.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 4.05 TABLE F-8 WATER SHURTAGE OF TACHIN DIVERSION FOR CASE 5 (MCM) (CASE 5= EXITING CONDITION + 3 CMS. OF RPP. + 80 CMS. OF TACHIN DIVERSION) YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR AVG. TOTAL 1965 0.00 0.00 0.00 000 0.00 0.00 0.00 0.-00 0.00 0.00 0.00 0.00 0.00 0.00 1966 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1967 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1968 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 1969 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1970 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1971 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1972 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1973 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1974 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1975 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1976 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1977 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OMo 1978 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1979 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1980 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1981 0.00 6.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.51 6.18 1982 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1983 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1984 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1985 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1986 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1987 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1988 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1989 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1990 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 1991 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1992 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1993 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 AVERAGE 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.21 TABLE F-9 WATER SHURTAGE OF TACHIN DIVERSION FOR CASE 6 (MCM) ____ (CASE 6= EXITING CONDITION + 3 CMS. OF RPP. + 100 CMS. OF TACHIN DIVERSION) __ YEAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR AVG. TOTAL 1965 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1966 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1967 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1968 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1969 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1970 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 1971 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1972 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1973 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1974 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00.- 0.00 0.00 0.00 0.00 0.00 0.00 1975 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1976 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1977 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1978 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 1979 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 1980 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.92 11.16 133.920 1981 129.60 133.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.96 263.52 1982 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1983 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1984 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1985 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1986 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1987 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1988 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1989 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 1990 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1991 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1992 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1993 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0 00 .0 00 AVERAGEI 4.47 14.62 0.00 0.00 0.00 0.00 .000.00 0.00 0.00 0.00 4.62 1.14 13.71 APPENDIX G SOCIO-ECONOMIC DATA TABLE G-1 LIST OF MUBAN INCLUDED IN THE STUDY OF ADJACENT COMMUNITIETS Muban Tambon Amphoe Number of households surveyed Ban Dong (Mu 1) Sam Ruan Muang 50 Ban Sam Ruan (Mu 6) SamRuan Muang 50 Ban Lat Patak (Mu 5) Phikun Thong Muang 50 Ban Kok Ooi (Mu 6) Phikun Thong Muang 50 Ban Hua Sanun (Mu 6) Ban Rai Chao nua Damnoen Saduak 50 Total 250 TABLE G-2 NUMBER OF HOUSEHOLDS AND POPULATION SIZE IN EACH MUBAN, 1993 1. Muban Number of Number of Population size households fanilies Male Female Total Ban Dong 129 184 311 359 670 Ban Sam Ruan 73 111 224 236 460 Ban Lad Patak 125 173 308 302 610 Ban Kok Ooi 93 128 194 223 417 Ban Hua Sanu 135 140 371 410 781 Total 555 736 1408 1530 2938 Sex Ratio male: female = .92 Average Household Size 5.3 persons 1. Based on data supplied by the health center of each Muban. G-1 TABLE G-3 POPULATION STRUCTURE OF THE ADJACENT COMMUNITIES SURVEYED Population structure Number of households Per cent Household size (persons) 1-4 121 48.4 5 -9 120 48.0 10+ 9 3.6 Total 250 100.0 Min. = I Max. = 13 Mean = 4.9 Median = 5.0 Age Structure (years) Number of persons Per cent < - 15 302 30.6 16 - 40 453 45.8 41 - 60 143 14.5 60+ 90 9.1 Total 988 100.0 Dependency ratio 65.8 G-2 TABLE G-4 CHARACTERISTICS OF THE RESPONDENTS IN THE ADJACENT COMMUNITY Respondents Number of the Per cent respondents Status Household head 201 80.4 Spouse 39 15.6 Son, son- in-law 7 2.8 Daughter, daughter-in-law 3 1.2 Total 250 100.0 Education Did not attend school 27 10.8 Did not complete primary education 24 9.6 Completed primary education 180 72.0 Completed secondary education 16 6.4 Completed first degree 3 1.2 Total 250 100.0 Age (years) 30 54 21.6 31 - 40 64 25.6 41 - 50 60 24.0 51 - 60 49 19.6 60+ 23 9.2 Total 250 100.0 Average age of the respondents Mean = 50.0 Median = 50.0 Place of origin Born in this muban 227 90.8 Same tambon different muban 5 2.0 Different tambon 3 1.2 Different amphoe 10 4.0 Different changwat 5 2.0 Total 250 100.0 G-3 TABLE G-5 OCCUPATION OF THE RESPONDENTS IN THE ADJACENT COMMUNITY Main and supplementary occupations Number of the respondents Per cent ,IViair Occupaiioni Unskilled work 57 22.8 Farming 54 21.6 Retired, housewife 47 18.8 Trading 32 12.8 Handicraft production 23 9.2 Farm labor 14 5.6 Raising prawns, pigs, chickens, ducks 14 5.6 Factory work 5 2.0 Government official 4 1.6 Total 250 100.0 Supplementary occupation No supplementary occupation 173 69.2 Unskilled work 24 9.6 Raising prawns, cows, pigs, chickens 21 8.4 Agriculture 15 6.0 Handicraft production 7 2.8 Trading 6 2.4 Miscellaneous 4 1.6 Total 250 100.0 G-4 TABLE G-6 ANNUAL HOUSEHOLD INCOME IN THE ADJACENT COMMUNITY Annual household income (baht) Number of households Per cent 10,000 - < 50,000 52 20.8 50,000 - < 100,000 89 35.6 100,000 - l1,000,000 105 42.0 1,000,000- 10,304,000 4 1.6 Total 250 100.0 Average annual household income (baht) Mean = 174,319 Median = 86,200 TABLE G-7 AVERAGE MONTHLY HOUSEHOLD EXPENDITURE IN THE ADJACENT COMMUNITY Expenditures (baht) Mean Median Household consumption 3,074.7 3,177.5 Occupation related 5,399.2 700.0 Miscellaneous 2,351.9 829.2 Average total expenditure (baht) 10,702.9 6,051.6 G-5 TABLE G-8 SAVINGS, LOANS, AND DEBTS AMONG THE HOUSEHOLDS IN THE ADJACENT COMMUNITY Savings, loans, and debts Number of households Per cent Sav.ngs bt No savings 178 71.2 Have some savings 72 28.8 Total 250 100.0 Average savings (baht) Mean = 92,819.2 Median = 40,000 Loan (baht) Number of households Per cent No loan 239 95.6 Have loaned out 11 4.4 Total 250 100.0 Average loan (baht) Mean = 92,8194.1 Median = 40,000 Debts (baht) Number of households Per cent No debt 159 63.6 Indebted 91 36.4 Total 250 100.0 Average debts (baht) Mean 79,466.6 Median = 30,000 G-6 TABLE CG9 LAND HOLDINGS Land holdings (rai) Number of households Per cent < - 1 97 38.8 2 - 10 63 25.2 11 - 50 50 20.0 51 - 100 12 4.8 101 - 200 4 1.6 No land 24 9.6 Total 250 100.0 Average size of land holding (rai) Mean = 12.9 Median = 3.0 TABLE G-10 MAJOR LAND USES Purpose of land uses Number of households Per cent Housing only 105 46.5 Rice farrn 66 29.2 Prawn, fish,or pig farm 7 3.1 Gardening or horticulture 5 2.2 Retail shop 5 2.2 Rented out 9 4.0 Idle land 29 12.8 Total 226 100,0 Average size of land used (rai) Mean= 13.5 Median = 8.0 G-7 TABLE G-11 MAJOR USES OF RENTED LAND Purpose of using rented land Number of households Per cent Rice farm 15 62.5 Prawn, fish farrn 6 25.0 House only 2 8.3 Gardening 1 4.2 Total 24 100.0 Average size of rented land (rai) Mean = 17 Median = 14 TABLE G-12 IDLE LAND Reason why land became idle Number of households Per cent Subjected to flooding 9 31.0 No water 8 27.6 No money to invest 6 20.7 No household labor 5 17.2 Used for grazing 1 3.5 Total 29 100.0 Average size of idle land (rai) Mean = 15.4 Median = 10.0 G-8 TABLE G-13 I HOUSEHOLD POSSESSIONS IN- THE ADJACENT COMMUNITY Vehicles Number of households Per cent Motorcycle Did not have 70 28.0 Did have 180 72.0 Total 250 100.0 Pickup truck Did not have 219 87.6 Did have 31 12.4 Total 250 100.0 Sedan Did not have 246 98.4 Did have 4 1.6 Total 250 100.0 Truck (lorry) Did not have 242 96.8 Did have 8 1.6 Total 250 100.0 Small tractor Did not have 29 11.6 Did have 221 88.4 Total 250 100.0 Water pump Did not have 160 64.0 Did have 190 36.0 Total 250 100.0 G-9 TABLE G-13 (CON'T) Household appliances Number of households Per cent TV Did not have 28 11.2 Did have 211 84.4 Total 250 100.0 Portable stero Didnothave 111 44.4 Did have 139 55.6 Total 250 100.0 Rsefrgerator Did not have 103 41.2 Did have 147 58.8 Total 250 100.0 Air conditioner Did not have 245 98.0 Did have 5 2.0 Total 250 100.0 G-10 TABLE G-14 CHARACTERISTICS OF HOUSING AND FACILITIES IN 1'ThE ADJACENT COMMUNITY Housing Characteristics Number of households Per cent Type of housing Raised on piles 155 62.0 One-storey slightly raised off ground 21 8.4 One-storey 40 16.0 Two-storey 34 13.6 Total 250 100.0 Housing construction material Wood 132 52.8 Bamboo-wall 37 14.8 Half wood, half concrete 51 20.4 Concrete 16 6.4 Half-wooden, half-bamboo 14 5.6 Total 250 100.0 Roofing material Grass, palm leaves 17 6.8 Galvanized sheets 104 41.6 Tiles 120 48.0 -- Tiles+galvanized sheets 6 2.4 Grass+galvanize sheets or 3 1.2 tiles+palm leaves Total 250 100.0 Wall finishing Painted 66 26.4 Unpainted 138 55.2 Lacquered 46 18.4 Total 250 100.0 Inside toilet Did not have 15 3.0 Did have 235 94.0 Total 250 100.0 Electrical supply No 7 2.8 Yes 243 97.2 Total 250 100.0 G-11 TABLE G-15 LIST OF MUBAN INCLUDED IN THE STUDY OF SENSITIVE RECEPTOR COMMUNITIES Muban Tambon Amphoe Number of households Ban Bang Krado (Mu 1) Ban Sing Pho Tharam 50 Ban Khlong Khae (Mu3) Phong Sawai Muang 50 Ban Mot Tanoi (Mu6) Phaeng Puay Damnoen Saduak 50 Ban Chao Nua (Mu7) Ban Rai Chao Nua Danmoen Saduak 50 Total 200 TABLE G-16 NUMBER OF HOUSEHOLDS AND POPULATION SIZE IN EACH MUBAN, 19932. Muban Number of Number of Population size households families Male Female Total Ban Bang Krado 97 97 314 314 628 Ban Klong Khae 220 268 628 603 1231 Ban Don Modtanoi 178 180 427 513 940 Ban Chao Nua 205 223 650 666 1316 Total 700 768 2019 2096 4115 Sex Ratio male: female = .96 Average Household Size = 5.9 2- Base on data supplied by the health center of each Muban. G-12 TABLE G-17 POPULATION STRUCTURE OF THE SENSITIVE RECEPTOR COMMUNITIES Population structure Number of households Per cent Household size (persons) Number Per cent 1- 4 92 46.0 5 -9 104 42.0 10+ 4 2.0 Total 200 100.0 Min. = I Max. = 10 Mean = 4.6 Median = 5.0 Age Structure (years) Number of persons Per cent - 15 236 32.8 16 - 40 306 42.5 41 - 60 100 13.9 60+ 78 10.8 iota1 720 100.0 Dependencv ratio 77.3 G-13 TABLE G-18 CEARACTERISTICS OF THE RESPONDENTS IN THE SENSITIVE RECEPTOR COMMUNITIES Respondents Number of respondents Per cent Status Household head 100 50.0 Spouse 67 33.5 Son, son-in-law 13 6.5 Daughter, daughter-in-law 16 8.0 Brother, sister, nephew 4 2.0 Total 200 100.0 Education Did not attend school 8 4.0 Did not complete primary education 8 4.0 Completed primary education 46 73.0 Completed secondary education 28 14.0 Completed first degree 10 5.0 Total 200 100.0 Age (years) <- 30 72- 36.0 31 - 40 41 20.5 41 - 50 34 17.0 51 - 60 34 17.0 60+ 19 9.5 Total 200 100.0 Average age of the respondents Mean = 48.1 Median = 46.0 Place of origin Born in this muban 168 84.0 Different tambon 7 3.5 Different amphoe 9 4.5 Different changwat 16 8.0 Total 200 100.0 G-14 TABLE G-19 OCCUPATION OF THE RESPONDENTS IN THE SENSITIVE RECEPTOR COMMUNITIES Main and supplementary occupations Number of households Per cent Main occupation Farming 48 24.0 Retired, housewife 38 19.0 Unskilled work (driving or 3 1 15.5 construction laboring) Trading 30 15.0 Farm labor 22 11.0 Government official 14 7.0 Handicraft production 8 4.0 Raising prawns, pigs, chickens, ducks 6 3.0 Factory work 3 1.5 Total 200 100.0 Supplementary occupation No supplementary occupation 154 77.0 Unskilled work 16 8.0 Raising prawns, cows, pigs, chickens 9 4.5 Agriculture 8 4.0 Trading 7 3.5 Land renter 4 2.0 Handicraft production 2 1.0 Total 200 100W0 G-15 TABLE G-20 ANNUAL HOUSEHOLD INCOME IN THE SENSITIVE RECEPTOR COMMUNITS Annual household income (baht) Number of households Per cent 10,00 - < 5,000 45 22.5 50,000 - < 100,000 61 30.5 100,000 - <1,000,000 93 46.5 1,000,000 - 2,760,000 1 0.5 Total 200 100.0 Average annual household income Mean = 124,087 Median = 95,000 TABLE G-21 AVERAGE MONTHLY HOUSEHOLD EXPENDITURE IN THE SENSITIVE RECEPTOR COMMUNITIES Eexpenditures (bahn) Mean Median Household consumption 3,406.9 3,300.0 Occupation related 2,005.1 82.0 Miscellaneous 2,326.0 1,245.8 Average total expenditure 7,738.2 5,502.5 G-16 TABLE G-22 SAVINGS, LOANS, AND DEBTS AMONG THE HOUSEHOLDS IN THE SENSITIVEf REICIEPTOR COMMUTNITIES Savings, loans, and debts Number of households Per cent Savings (baht) No savings 130 65.0 Have some savings 70 35.0 Total 200 100.0 Average households' savings Mean = 88,257 Median = 30,000 Loan (baht) Number of households Per cent No loan 190 95.0 Have loan out 10 5.0 Total 200 100.0 Average ioan Mean = 31,500 Median= 10,000 Debts (baht) Number of households Per cent No debts 128 64.0 Indebted 72 36.0 Total 200 100.0 Average households' debts Mean = 73,118 Median = 20,000 G-17 TABLE G-23 LAND HOLDINGS IN THE SENSITIVE RECEPTOR COMMUNITIES Land holdings (rai) Number of households Per cent <- 1 96 51.9 2- 10 56 30.3 11 - 50 32 17.3 51 -100 1 0.5 No land 15 7.5 Total 200 100.0 Average size of land holdings (rai) Mean = 6.5 Median = 1.0 TABLE G-24 MAJOR LAND USES IN THE SENSITIVE RECEPTOR COMMUNITIES Purpose of landuse Number of households Per cent Housing only 89 48.1 Rice farn 38 20.5 Gardening or horticulture 17 9.2 Retail shop-house 8 4.3 Prawn, fish, or pig farm 5 2.7 For rent 1 0.5 Idle land 27 14.7 Total 185 100.0 Average size of land used (rai) Mean = 8.4 Median = 7.0 G-18 TABLE G-25 MAJOR USES OF RENTED LAND IN THE SENSITIVE RECEPTOR COMMUNITIES Purpose of using rented land Number of households Per cent Housing only 14 45.2 Gardening 9 29.0 Rice farm 5 16.1 Prawn or fish farm 3 9.7 Total 31 100.0 Average size of rented land (rai) Mean = 8.8 Median = 7.0 TABLE G-26 IDLE LAND IN THE SENSITIVE RECEPTOR COMMUNITIES Reason why land became idle Number of households Per cent Subjected to flooding 14 51.9 No household labor 9 33.3 No water 3 1 1.1 No money to invest 1 3.7 Total 27 100.0 Average size of idle land (rai) Mean 14.7 Median = 10.0 G-19 TABLE G-27 HOUSEHOLD POSSESSIONS IN THE SENSrIIVE RECEPTOR COMMUNITIES Vehicles Number of households Per cent Motorcycie Did not have 56 28.0 Did have 144 53.0 Total 200 100.0 Pickup truck Did not have 161 80.5 Did have 39 19.5 Total 200 100.0 Sedan Did not have 196 98.0 Did have 4 2.0 Total 200 100.0 Truck (lorry) Did not have 192 96.0 Did have 8 4.0 Total 200 100.0 Small tractor Did not have 198 99.0 Did have 2 1.0 Total 200 100.0 Water pump Did not have 160 80.0 Did have 40 20.0 Total 200 100.0 G-20 TABLE G-27 (CON'T) Household appliances Number of households Per cent TV Did not have 15 7.5 Did have 175 92.5 Total 200 100.0 Portable stero Did not have 80 40.0 Did have 120 60.0 Total 200 100.0 Refrigerator Did not have 46 23.0 Did have 154 76.0 Total 200 100.0 Air conditioner Did not have 196 98.0 Did have 4 2.0 Total 200 100.0 G-21 TABLE G-28 CHARACTERISTICS OF HOUSING AND FACILITIES IN THE SENSITIVE RECEPTOR COMMUNITIES Housing charateristics Number of households Per cent Type of housing Raised on piles 89 44.5 COne-storcy Jl 25.5 One-storey slightly raised off ground 18 9.0 Two-storey 42 21.0 Total 200 100.0 Housing construction material Wood 107 53.5 Halfwood, half concrete 50 25.0 Concrete 31 15.5 Barnboo-wall 9 4.5 Half wood, half bamboo, 3 1.5 Galvanized sheet Total 200 100.0 Roofing material Galvanized sheets 90 45.0 Tiles 90 45.0 Tiles+galvanized sheets 10 5.0 Grass, palm leaves 8 4.0 Grass+galvanize sheets or 2 1.0 tiles+palm leaves Total 200 100.0 Wall finishing Non-painted 112 56.0 Painted 67 33.5 Lacquered 21 10.5 Total 200 100.0 Inside toilet Did not have 1 0.5 Did have 199 99.5 Total 200 100.0 Electrical supply No 1 0.5 Yes 199 99.5 Total 200 100.0 G-22 TABLE G-29 LIST OF MUBAN INCLUDED IN THE STUDY OF PERIPHERAL COMMUNIT!ES Muban Tambon Amphoe Number of households Surveyed Ban Khlong Khud Phong Sawai Muang 50 (Mu8) Ban Kao (Mu5) Ban Khong Pho Tharam 50 Total 100 TABLE G-30 NUMBER OF HOUSEHOLDS POPULATION SIZE IN EACH MUBAN, 19933. Muban Number of Number of Population size households families Male Female Total Ban Khlong Khud 57 63 127 130 257 Ban Kao 139 193 518 546 1,064 Total 196 256 645 676 1,321 Sex ratio male: female = .95 Average Househols Size = 6.7 3- Base on data supplied by the health center of each Muban G-23 TABLE G-31 POPULATION STRUCTURE OF THE PERIPHERAL COMMUNITIES Population structure Number of households Per cent nousehuuu size (persons) 1- 4 54 54.0 5-9 44 44.0 1o+ 2 2.0 Total 100 100.0 Min.= 1 Max= 10 Mean = 4.4 Median = 4.0 Age Structure (years) Number of persons Per cent - 15 108 32.3 16 - 40 130 38.9 41 - 60 62 18.6 60+ 34 10.2 Total 334 100.0 Dependency ratio 73.9 G-24 TABLE G-32 CHARACTERISTICS OF THE RESPONDENTS IN THE PERTPH1RAL COMMUNITIES Respondents Number of the respondents Per cent Status Household head 48 48.0 Spouse 35 35.0 Son, son-in-law 3 3.0 Daughter, daughter-in-law 14 14.0 Total 100 100.0 Education Did not attend school 8 8.0 Did not complete primary education 5 5.0 Completed primary education 62 62.0 Completed secondary education 18 18.0 Completed first degree 7 7.0 Total 100 100.0 Age (years) < -30 16 16.0 31 - 40 16 16.0 41 - 60 -42 42.0 60+ 26 26.0 Total 100 100.0 Average age of the respondents Mean 48.0 Median= 47.0 Place of origin Born in this muban 90 90.0 Different tambon 4 4.0 Different amphoe 3 3.0 Different changwat 3 3.0 Total 100 100.0 G-25 TABLE G-33 OCCUPATION OF THE RESPONDENTS IN THE PERIPHERAL COMMUNITIES Main and supplementary occupation Number of the respondents Per cent Main occupation Unskilled work 21 21.0 Farming 16 16.0 Raising prawns, pigs, chickens, ducks 15 15.0 Retired, housewife 13 13.0 Farm labor 10 10.0 Government official 10 10.0 Trading 9 9.0 Handicraft production 4 4.0 Factory work 2 2.0 Total 100 100.0 Supplementary occupation No supplentary occupation 77 77.0 Raising prawns, cows, pigs, chickens 9 9.0 Unskilled work 6 6.0 Trading 4 4.0 Farning 3 3.0 Handicraft production 1 1.0 Total 100 100.0 G-26 TABLE G-34 ANNUAL HOUSEHOLD INCOME IN THE PERTYPHERAL COMMUNITIES Annual household income (baht) Number of households Per cent 10,000 - < 50,000 55 55.0 50,000-< 100,000 21 21.0 100,000 - <1,000,000 22 22.0 1,000,000 - 14,520,000 2 2.0 Total 100 100.0 Average annual household income Mean = 268,554 Median = 42,600 TABLE G-35 LAND HOLDINGS IN THE PERIPHERAL COMMUJNITES Land holdings (rai) Number of households Per cent < - 1 47 47.0 2 - 10 35 35.0 11 - 50 12 12.0 51 -100 1 1.0 No land 5 5.0 Total 100 100.0 Average size of land holdings (rai) Mean 5.5 Median = 2.0 TABLE G-36 MAJOR LAND USES IN THE PERIPHERAL COMMUNITIES Purpose of land uses Number of households Per cent Housing only 44 46.3 Gardening or horticulture 17 17.9 Prawn, fish, or pig farm 12 12.6 Rice farm 11 11.6 Idle land 11 11.6 Total 95 100.0 Average size of land used (rai) Mean = 6.4 Median 2.0 G-27 TABLE G-37 MAJOR USES OF RENTED LAND IN THE PERIEPHERAL COMMUNITIES Purpose of using rented land Number of households Per cent Gardening 1 100.0 Average size of land rented (rai) Mean = 2.0 Median = 2.0 TABLE G-38 IDLE LAND IN THE PERIPHERAL COMMUNITIES Reason why land became idle Number of households Per cent No household labor 5 45.4 No water and no money 4 36.4 Subjected to flooding 1 9.1 Too sandy for plants 1 9.1 Total 11 100.0 Average size of idle land (rai) Mean = 12.9 Median = 4.0 G-28 TABLE G-39 ANTICIPATED EFFECTS OF PROPOSED PLANT IN GENERAL Variables & Attributes Adjacent Sensitive Peripheral Communities Receptor Communities Communities F % F % F % Effects of plant _______l verybad 15 6.0 = = = = bad 39 15.6 22 11.0 7 70 neutral 8 1.2 22 4.5 5 5.0 good 80 32.0 85 42.3 56 56.0 very good 8 3.2 - - - - not sure 72 28.8 71 35.3 24 24.0 good and bad 28 11.2 - - 8 8.0 Tota; 250 100.0 200 100.0 100 100.0 Why very bad? . ._. air pollution 7 46.7 bad environment 8 53.3 Total 15 100.0 Why bad? . nowhere to move to 7 18.0 2 9.1 l noise, polluted water 23 59.0 6 27.3 pollution - - 12 54.6 3 42.9 polluted water 6 15.4 1 4.5 3 42.9 radioactivity - - 1 4.5 1 14.2 kill trees, dry land 3 7.6 - - - - Total 39 100.0 22 11.0 7 7.0 G-29 Variable & Attitudes Adjacent Sensitive Peripheral Communities Receptor Communities Communities F T % F F %I Why neutral? . far from home 6 75.0 20 90.9 2 40.0 no answer 2 25.0 2 9.1 3 60.0 Total 8 100.0 22 100.0 5 100.0 Why good? development 65 81.3 65 76.5 39 69.6 employment 13 16.3 6 7.1 7 12.5 stable power supply - - 12 14.1 8 14.3 no answer 2 2.4 2 2.3 2 3.6 Total 80 100.0 85 100.0 56 100.0 Why very good? employment 3 37.5 close to home 1 12.5 development 2 25.0 | - ensure stable power supply 2 25.0 | - Total 8 100.0 | - Why not sure? l l l if no polluted air, OK 1 1.4 1 1.4 - = no idea about plant 3 4.2 5 7.0 2 8.3 no answer 68 94.4 65 91.6 22 91.7 1; ~~~- --TT---- = Total 72 71 100.0 00.0J|_24 100.0 G-30 Variables & Attributes Adjacent Sensitive Peripheral Communities Receptor Communities Communities F % F % F % Why good and bad? bad air but good employment 5 17.9 _ 1 12.5 bad water but convenient 5 17.9 6 75.0 pollution but development 15 53.6 1 12.5 no answer 3 10.6 - - Total 28 100.0 - - 8 100.0 Where did you learn about the effects? don't know 155 62.0 174 87.0 - - land brokers 34 13.6 9 4.5 EGAT people 6 2.4 2 1.0 village head 18 7.2 2 1.0 - fellow villagers 37 14.8 10 50 - | Total 250 100.0 200 100.0 100 100.0 G-31 TABLE G-40 ANTICIPATED EFFECTS OF PROPOSED PLANT ON RESPONDENTS' HOUSEHOLDS AND ON NEIGHBOURS Variables & Attitudes Adjacent f Sensitive Peripheral Co , m-ur.iiies Receptor Communities Communities F % F % F % Any positive effects to your household if plant is here? no 85 34.0 48 24.0 26 26.0 yes 109 43.6 89 44.5 44 44.0 don't know/not sure 56 22.4 63 31.5 30 30.0 Total 250 100.0 200 100.0 100 100.0 If yes, what effects to your household? get electricity 29 26.6 49 55.1 24 54.5 temporary employment 22 20.2 11 12.4 4 9.1 permanent employment 27 24.8 4 4.5 9 20.5 both temporary and permanent - - 8 9.0 - - employment can sell land to EGAT 8 7.3 1 1.1 electricity and employment 14 12.8 9 10.1 - - good for local business 9 8.3 6 6.7 2 4.6 development - - 1 1.1 - combinations of - - 5 11.3 electricity/employment/local business Total 109 100.0 89 100.0 44 100.0 G-32 TABLE G41 ANTICIPATED EFFECTS OF PROPOSED PLANT DURING CONSTRUCTION AND OPERATION PHASES Adjacent Sensitive Peripheral Conmmunities Receptor Communities Variables & Attributes Conimunities F % F % F % Any effects during construction? no 128 51.2 117 58.5 63 63.0 yes 58 23.2 27 13.5 10 10.0 don't know/not 64 25.6 56 28.0 27 27.0 Total 250 100.0 200 100.0 100 100.0 If yes, what effects during construction? noise 8 13.8 4 14.8 3 30.0 dust I1 19.0 9 33.3 6 60.0 car accidents 8 13.8 1 3.7 1 10.0 combinations of: noise/dust/cars accidents 29 50.0 1 1 40.7 - - other (e.g.,thefl, garbage, bad water) 2 3.4 2 7.5 . Toial 58 100.0 27 100.0 10 100.0 Any effects during operation? no 86 34.4 90 45.0 55- 55.0 yes 71 28.4 29 14.5 16 16.0 don't know/not sure 93 37.2 81 40.5 29 29.0 Total 250 100.0 200 100.0 100- 100.0 If yes, what effects during operation? noise 4 5.6 2 6.9 2 12.5 dust 9 12.7 3 10.3 1 6.2 car accidents 2 2.8 - - lowerincomel 9 12.7 18 62.1 13 81.3 combination of; noise/dust/cars accidents/lower income 47 66.2 6 20.7 - - Total 71 100.0 29 100.0 16 100.0 What should govemnment/EGAT do during construction? employ best safety measures 46 18.4 9 4.5 6 6.0 provide pollution-control specialists 8 3.2 3 1.5 1 1.0 villagers should check if any pollution 2 8 . take place spray water for dust control - - 2 1.0 work daytime only - - 3 1.5 no idea 194 77.6 183 91.5 93 93.0 Total 250 100.0 200 100.0 I10 100.0 I Some people anticipated that the proposed plant might cause some kinds of pollution, eg.,air or water or heat, that could barnn their crops. Thus, their income would decrease. G-33 Variable & Attitudes Adjacent | Sensitive j Peripheral Communities Receptor Communities Communities l F % F % F % Any positive effects to other people? no 42 16.8 27 13.5 16 16.0 yes 142 56.8 108 54.0 54 54.0 don't know/not sure 66 26.4 65 32.5 30 e 30.0 Total 250 100.0 200 100.0 100 100.0 If yes, what positive eniects to otner people? get electricity 26 18.3 47 43.5 20 37.0 temporary employment 24 16.9 21 19.4 5 9.3 permanent employment 27 19.0 11 10.2 12 22.2 temporary and permanent employment 3 2.1 18 16.7 - - get electricity and employment 17 12.0 - - 8 14.8 can sell land to EGAT 30 21.1 3 2.8 - good for local business 10 7.0 4 3.7 - - combinations of - - - - 9 16.7 electricity/employment/business development 5 3.6 4 3.7 - - Total 142 100.0 108 100.0 54 100.0 G-34 TABLE G-41 (CONT.) Adjacent Sensitive Penpheral Communities Receptor Conmunities Variables & Attributes Cornrurnities F % F % F % What should govermment/EGAT do during operation? governments measures already good 13 S.2 - - provide pollution-control specialists 16 6.4 2 1.0 - - always monitor pollution 19 7.6 3 1.5 4 4.0 employ best safety measures 5 2.0 1 1 5.5 12 12.0 don't want the construction here 1 .4 1 .5 - use clean fuel 1 .4 1 .5 no idea 195 78.0 182 91.0 84 84.0 Total 250 100.0 200 100.0 100 100.0 G-35 TABLE G-42 ANTICIPATED EFFECTS OF PROPOSED PLANT 'ON THE ENVIRONMENT T Adjacent Sensitive Peripheral l Co - .nnno rnities 9 Receptor rommnities Variables & Attributes Communities F % F % F Any impacts of proposed plant to environment? no 116 46.4 89 44.5 41 41.0 yes 83 23.2 53 26.5 43 43.0 not sure 51 25.6 58 29.0 16 16.0 Total 250 100.0 200 100.0 100 100.0 Why do you think the plant will cause environmental limpacts? air and water pollution 36 31.0 44 49.4 15 36.6 conta'mnated soil and water 15 12.9 7 7.9 2 4.9 degraded environment 30 25.9 10 11.2 6 14.6 air and water pollution, noise 25 21.6 18 20.2 6 14.6 may use coal as fuel 1 0.9 1 1.1 - - dispose of water to canals - - 8 9.0 12 29.3 no answer 9 7.7 1 1.2 - - Total 116 100.0 89 100.0 41 100.0 Why do you think the plant will not cause environmental impacts? government would not bring the plant to the 29 34.9 30 56.6 20 46.5 area, if it is hanmful to people power plants elsewhere are Ok 28 33.8 3 5.7 1 2.3 far a way from home - - 12 22.6 4 9.3 if use diesel as fuel 1 1.9 2 4.7 just hope no bad impacts - - 5 9.4 2 4.7 no answer 26 31.3 2 3.8 14 32.5 Total 83 100.0 53 100.0 43 100.0 Why are you not sure about environment impacts of the plant? know nothing about the plant 11 21.6 12 20.7 6 37.5 until it is here - - 2 3.4 1 6.3 no answer 40 78.4 44 37.9 9 56.7 Total 51 100.0 58 100.0 16 100.0 . l_ G-36 TABLE G-43 KNOWLEDGE OF OTHER POWER PLANTS Adjacent Sensitive Peripheral Communities Receptor Communities Variables & Attributes Communities F % F % F % Ever heard of other power plants? never 155 62.0 146 73.0 66 66.0 yes 95 38.0 54 27.0 34 34.0 Total 250 100.0 200 100.0 100 100.0 If evem heard, where? Ma Moh 70 73.7 43 79.6 22 64.7 Bang Pakong 5 5.3 4 7.4 2 5.9 other 3 3.2 3 5.6 5 14.7 not remember 17 17.8 4 7.4 5 14.7 Total 95 100.0 54 100.0 34 100.0 If heard, from what source? newspaper 6 6.3 3 5.6 1 2.9 IV 55 57.9 26 48.1 18 53.0 ouierpeople 17 17.9 2 3.7 1 2.9 TV, newspaper, radio 9 9.5 18 33.3 11 33.4 saw myselglived there 5 5.3 5 9.3 3 7.8 don't know 3 1.2 - - - - Total 95 100.0 54 100.0 34 100.0 If heard, how good or bad? very bad 65 68.4 33 61.1 14 41.2 bad 2 2.1 14 25.9 1 1 32.3 good and 1 1.1 2 3.7 - good 4 4.2 3 5.6 5 14.7 very good 4 4.2 - - - - don't know 19 20.0 2 3.7 4 Total 95 100.0 54 100.0 34 100.0 If heard, why very bad? air and water pollution 57 87.7 23 69.7 12 85.7 noisy 1 1.5 - - - - EGAT is not prodent - 9 27.3 2 14.3 no answer 7 10.8 1 3.0 - - Total 65 100.0 33 100.0 14 100.0 If heard, why bad? air and noise pollution - - 8 57.1 9 81.8 air and water pollution 4 28.7 1 9.1 garbage from the plant 1 7.1 - - G-37 TABLE G-43(CONT.) Adjacent Sensitive Peripheral Communities Receptor Communities Variables & Attributes Communities F % F % F % bad health because of pollution - 1 7.1 - no answer 2 - I - 1 9.1 Total 2 100.0 100.0 100.0 If heard, why good and bad? development but pollution - - 1 50.0 - - no answer I 100.0 1 50.0- Total I 100.0 2 100.0 - - If heard, why good? get electricity 3 75.0 1 33.3 3 60.0 development/better economy - 2 66.7 2 40.0 no answer 1 25.0 - - - - Total 4 100.0 3 100.0 5 100.0 If heard, why veiy good? more good than bad impacts 4 100.0 . - Total 4 100.0 G-38 TABLE -44 PEOPLE'S . KIOWLEDGE OF CONSTRUCTION AND OPERATION OF PLANT Variables & Attributes Gru I Gro p II F % F % When will the construction begin? don't know 235 94.0 196 98.0 next 2-3 years 9 3.6 1 .5 next 5 year 1 .4 - - beginning of 1995 5 2.0 3 1.5 Total 250 100.0 200 100.0 When will the plant begin operation don't know 246 98.4 199 99.5 in 1998 4 1.6 1 .5 Total 250 100.0 200 100.0 What kind of fuel will be used? don't know 241 96.4 191 95.5 diesel 5 2.0 - - natural gas 4 1.6 8 4.0 diesel and lignite - 1 0.5 Total 250 100.0 200 100.0 Where will waste water be disposed of? don't know 242 96.8 185 92.5 to existing river, canals 5 2.0 11 5.5 to the canal built for the purpose 3 1.2 4 2.0 Total 250 100.0 200 100.0 Gas ernitted from the plant don't know' 238 95.2 199 99.5 CO 4 1.6 C02, CO and lead - - .5 some kinds of toxic gas 8 3.2 Total 250 100.0 200 100.0 Who will get the power ? don't know 234 93.6 186 93.0 all over the country 3 1.2 6 3.0 Petchaburi and Ratchaburi 7 2.8 3 1.5 Bangkok .4 - - Petchaburi and the South l .4 - - anywhere without power 2 .8 1 .5 other countries 2 .S 2 1.0 Southern region - - 2 1.0 Total 250 100.0 200 100.0 G-39 TABLE C-45 PEOPLE'S PERCEPTIONS OF THE GOVERNMENT/EGAT Adjacent Sensitive Penpheral Coimmunities Receptor Communities Variables & Attributes Comm aties F % F % F Do you think the government/EGAT take a very good care of people? yes 171 68.4 119 59.5 66 66.0 no 62 24.8 21 10.5 23 23.0 not sure 17 6.8 60 30.0 11 11.0 Total 250 100.0 200 100.0 100 100.0 If yes, why? government is prudent and always has good 56 32.7 56 47.1 28 42.4 plans government always has good safety measures 66 38.6 40 33.5 21 31.8 government always thinks of poeple first 30 17.5 11 9.2 7 10.6 the plant is unlikely to cause problems - - 4 3.4 9 13.6 government brings well-being to us - - 4 3.4 - no answer 19 11.2 4 3.4 1 1.6 Total 171 100.0 119 100.0 66 100.0 If no, why? donlt know how government works 15 24.2 2 9.5 3 13.0 take care of ourselves 25 40.3 10 47.6 7 30.4 not sure about safety measures 15 24.2 3 14.3 7 30.4 government is not prudent 2 3.2 3 14.3 - Ma Moh is a good example - - 2 9.5 2 8.8 more theft - - - - 3 13.0 no answer 5 8.1 1 4.8 1 4.4 Total 62 100.0 21 100.0 23 100.0 If not sure, why? no information about the plant 6 35.3 8 13.3 4 36.4 may be safe or unsafe - - 5 8.3 - - no answer 11 64.7 47 78.4 7 63.6 Total 17 100.0 60 100.0 11 100.0 G-40 TABLE G-46 COMMUNITY ATTACHMENT Variables & Attitudes Adjacent Sensitive Peripheral Communities Receptor Communities Communities F % F % F % Do you belong to any formal associations in the village? _ _ no 148 59.2 93 46.5 - yes 102 40.8 107 53.5 - - Total 250 100.0 200 100.0 - - What associations do you belong to? Cremation Fund 15 6.0 60 30.0 - - Co-operative Association 15 6.0 18 9.0 - - Temple Board 23 9.2 4 2.0 - - other associations 9 3.6 6 3.0 - - more than 1 associations 40 16.0 19 9.5 - - Total 102 100.0 107 100.0 - Ever thought of moving? l no 243 97..2 183 91.5 97 97.0 yes 7 2.8 11 5.5 3 3.0 don't know - - 6 3.0 - - Total 250 100.0 200 100.0 100 100.0 If yes, move to where? same tambon 5 71.4 2 18.2 2 66.7 other 2 28.6 9 81.8 1 33.3 Total 7 7 100.0 11 100.0 3 10 G-41 Variables & Attitudes T Adjacent Sensitive Peripheral Communities Receptor Communities Communities F % F % F % l Intend to live here forever? FF yes 237 94.8 170 85.0 92 92.0 no 2 .8 4 2.0 2 2.0 not sure 7 2.8 26 13.0 6 6.0 don't know 4 1.6 - - - - Total 250 100.0 200 100.0 100 100.0 Why do you intend to live here?l born here 115 48.5 80 47.1 45 48.9 love this village 25 10.5 21 12.4 13 14.1 have land here 49 10.7 28 16.5 14 15.2 nowhere to go 22 9.3 7 4.0 6 6.5 relatives are here 2 .9 11 6.5 5 5.4 everything is here - - 9 5.3 3 3.4 no answer 24 10,1 14 8.2 6 6.5 Total 237 100.0 170 100.0 92 100.0 Why don't you intend to live here? may move to town 1 50.0 3 75.0 2 100.0 no answer 1 50.0 1 25.0 - - Total 2 100.0 4 100.0 2 100.0 Why are you not sure to live here? have no land yet 4 57.1 10 38.5 1 16.7 may move to better land/work - - 12 46.2 2 33.3 may move if married - - 4 15.3 - - no answer 3 42.9 3 50.0 Total 7 100.0 26 100.0 6 100 G-42 Variables & Attitudes Adjacent Sensitive 1 Peripheral Communities Receptor Communities Communities F ° F F 3 -If ever thought to move, why? have land there 4 57.1 3 17.6 2 66.7 live with family 3 42.9 8 47.1 - - find better place to live - - 6 35.3 1 33.3 Total 7 100.0 17 100.0 3 100.0 Want children to live here? yes 169 67.6 100 50.0 54 54.0 no 2 .8 - - 26 26.0 not sure 63 25.2 91 45.5 18 18.0 no children 13 5.2 8 4.0 1 1.0 no idea 3 1.2 1 .5 1 1.0 Total 250 100.0 200 100.0 100 100.0 Why do you want children to live here? want to live together 64 3%~9 48 48.0 26 48.1 nowhere to go 11 6.5 - - 2 3.7 everything is here 86 50.9 47 47.0 26 48.1 developed/good enviromnent here 3 3.0 - - no answer 8 4.7 2 2.0 - Total 169 100.0 100 100.0 54 100.0 Why don't you want children to live here? move to town/better place 2 100.0 2 2.0 _~~~ - --- Total 2 100.0 - - G-43 Variables & Attitudes Adjacent Sensitive Peripheral Communities Receptor Communities Communities F % F |% F|% Why are you not sure? after married 19 30.2 9 9.9 2 11.1 depends on work 32 50.8 57 62.6 2 11.1 other reasons 8 12.7 22 24.2 12 66.7 no answer 4 6.3 3 3.3 2 11.1 Total 63 100.0 91 100.0 18 100.0 G-4A 1'A r1 T 1:' f" A 1 Cf1r' 1A TABL~E v4i C,OMMUNITY'S PROBLEMS Variables & Attitudes Adjacent Sensitive Communities Receptor Communities F % F % Any problems with polluted water? no 47 18.8 128 64.0 yes 186 74.4 69 34.5 don't know 17 6.8 3 1.5 Total 250 100.0 200 100.0 What problems? factory waste water 39 20.9 12 17.4 rotten water-hyacinth 44 23.7 6 8.7 waste from prawn farms 44 23.7 7 10.1 waste from pig farins 40 21 .5 2 46.4 stagnant water 19 10.2 7 - 10.1 pesticide/agricultural waste - - 5 7.3 Total 186 100.0 69 100.0 Do you know how to solve polluted water? no 135 54.0 158 63.2 yes 115 46.0 42 16.8 Total 250 100.0 200 100.0 G-45 Variables & Attitudes Adjacent Sensitive Communities Receptor ICommunities F F % If you know, how? waste water treatment 25 21.7 14 33.3 clear water-hyacinth 20 17.5 - need government assistance 23 20.0 10 23.8 clear/clean water ways 22 19.1 3 7.1 need assistance from village 12 10.4 4 9.5 headman/kamnan need heip from irrigation office 13 11.3 9 21.5 close down factories - - 2 4.8 Total 115 100.0 42 100.0 Any problems with drinking water? no 215 86.0 185 92.5 yes 35 14.0 15 7.5 Total 250 100.0 200 100.0 If yes, what problems? salty water 1 3 37.1 not enough rain 118 51.4 11 73.3 unclean water 2 5.7 2 13.3 no piped water 2 5.7 2 13.3 Total 35 200 15 100.0 Any problems with water for household use? no 197 78.8 163 81.5 yes 53 21.2 37 18.5 | Total 250 100.0 200 100.0 G-46 Variables & Attitudes Adjacent Sensitive Communities Receptor Communities F % F % If yes, what problem? polluted water from factories 20 37.7 3 8.1 waste water from animal farns 8 15.1 5 13.5 fertilizer from farms 3 5.7 1 2.7 salty, rusty, unclear water 18 34.0 10 27.0 not smooth pipe water 4 7.5 16 43.2 insufficient water - - 2 5.4 Total 53 100.0 37 100.0 Any problems with water for farming? no 206 82.4 185 92.5 yes 44 17.6 15 7.5 Total 250 100.0 200 100.0 If yes, what problems? _ _ | | _ untimely rain 8 18.2 - - insufficient water 14 31.8 6 40.0 stagnant/polluted canal water 15 34.1 2 13.3 pesticide-contaminated water 4 9.1 - - flooding .- - 7 46.7 salty water 3 6.8 - - Total - 44 100.0 15 100.0 Any drug problems in your village? 0 no 162 64.8 152 76.0 a lot 27 10.8 9 4.5 not much 61 24.4 39 19.5 Ttl250 0. 2 100.0 G-47 Variables & Attitudes I Adjacent Sensitive Communities Receptor Communities F % F. % Most drug addicts are in what age group? adolescent to 20 77 30.8 43 21.5 21-25 2 .8 1 .5 26-30 6 2.4 4 2.0 30 and over 3 1.2 - - no drug here 162 64.8 152 76.0 Total 250 lWOQ 200 100.0 Any theft in the village? no 227 90.8 182 91.0 a lot 2 .8 - - not much 21 8.41 18 9.0 Total 250 100.0 200 100.0 How to solve theft problems? report to police 9 3.6 8 4.0 guard dogs 1 .4 2 1.0 get rid of drug addicts - - 4 2.0 protect yourselves 1 .4 1 .5 no theft here 227 90.8 182 91.0 no idea 11 4.4 3 1.5 Total 250 100.0 200 100.0 G-48 APPENDIX n OCCUPATIONAL HEALTH AND SAFETY DATA TABLE H-1 PRELIMINARY INDUSTRIAL HYGIENE AND SAVETY SUR EY (DURING CONSTRUCTION) IN TIIERMAL PLANT UNIT I AND 11 (GENERAL 01BSER ATION) Potential health hazards Existing control Job Activities Job perforned (Substandard practie s, conditions, environment) measures Industrial hygiene Safety __ _ Building - Welding Exposed to heat Poor housekeeping - All workers required - construction wave radiation and - objects, materials on floors to wear safety helmets at - decorating metal fumes - poor piling and storage; construction site - machine . Floor opening vvithout proper - Proper personal protective installation - Shearing Exposed to high protection; equipment provided - Lathe work noise level, metal No hand rail and proper during work dust and particulates guard rail along the stairs; Welders and painters - lnsulation, Exposed to fibre performed jobs at rooftop and wrapping with glass calcium, at ceiling height witliout safety fibre glass and silicate and belts; calcium silicate asbestos fibre. Some workers failed to use | personial protective equipment - paint spraying Exposed to paint provided; spray mist throughi Exits were blocked by inhalationi and uninecessary objects ingestion 'IABLE 11-2 PRELIMINARY INDUSTRIAL HYGIENE AND SAFETY SURVEY IN ELECTRICAL WORKSIIOP Potential health hazards Existing control Job Activities Job performed (Substandard practices, c nditions, environment) measures Industrial hygiene Safety Electrical - installed - Inhalation of tin and - Piling materials were not Personal protective equiprnent electrical lead fumes during piled in an orderly manner and equipment provided to installation equipment and soldering extended into aisles all workers Electrical appliance at - Floor not kept clean appliance thermal plant unit of slippery materials maintenance I and 11 gas - Handling devices were turbine combined substandard condition eg. hook cycle operating without safety, - installed main lock supply, cable Bandsaw functionin'g trays and cable without guard truck - Available heat detectors - Soldering work not functioning normally - Fire extinguishers not placed properly TABLE H1-3 PRELIMINARY INDUSTRIAL HYGIENE AND SAFETY SURVEY AT MAINTENANCE WORKSHOP Potential health hazards Existing control Job Activities Job performed (Substandard practices, conditions, environment) measures Industrial hygiene Safety Repair of - Electrical and - Exposed to CO - Poor housekeeping - Preventive measures vehicles and /or gas welding during engine - Personal protective given but few workers engine - Gas cutting testing equipment not used admit to practice - Diesel engine - Mechanical - Inhalation of properly - Inefficient ventilation - Benzene engine lifting dust and solvent - llsing air hose (air system - Heavy trucks - Manual lifting vapor compressor) in cleaning - Crane - Use of hand - Use solvent to dust and clothes - Forkfift tools wash hands and to - E,quipment and hand - Vehicle - Grinding clean dirty engine tools used were not clean inspection and spare parts and properly maintained - Exposed to - Flammable liquid welding fumes transferred from one - Noisy conditions container to another without - Hot working without any safety measure environment to prevent accumulation - Inhalation of paint of static charge spray mist TABLE H-4 PRELIMINARY INDUSTRIAL HYGIENE AND SAFETY SURVEY IN MECHANICAL WORKSHOP Potential health hazards Existing control Job Activities Job pcrforrned (Substandard practic condition, environment) measures Industrial hygiene Safety P'reparation of - Gas cutting Exposed to heat - Compressed gas, cylinders - Safety posters posted in steel pipe for - Welding wave radiation eg, acethylene, oxygen were working place but not sand blasting, - Drilling Inhalation of improperly sccured while attractive painting or - Lathe work metal dust and in storage or in service - All necessary items of paxint spraying - Shelrinig and welding uile - Cylinder ploteCtive cap pelsolnal plolec(ive rolling was not in place whien it was equipmeiit provide(l but - Metal Ioning inlt in usc many workers reluse(d to use - I leat wave from g.as cutling - Aisles and roadways were and welding caused skin burn clearly marked - Swing crane was not used - Safety rules not strictly when workers lifting heavy complied with by workers objects - No cover or guard at electrical switch board and cut out switch TABLE 11-5 P'RELIMINARY INI)USTRIAL IIYGIENE ANI) SAFIETY SURVEY IN SAN DBLASTING SECTION Poteintial health hazards Existing contlrol Job Activities Job perfornied (Substandard practice, condition, environmitenit) mncasures Industrial hygiene Safety Preparation of - Dehumidified - Sand and metal - Containers for flammable - Proper personal steci pipes for sands by heatinig dust and partieilates materials were not piled in protective equipment sand blasting, - Put sand i nlo and high noise properly designated areas used eg. mask, face paintinig or tank level from sand - Temporary shellers were not shield, glove and leallher cloth painit spraying - Sand Wiasti ng blWastinig clean and not orderly tilrough air hose - lteat front stove - paint ing or - Inorga inic zinc paint spraying silicate from paini spraying (il TABLE H - 6 JOB ACTIVITIES BY LOCATION Location Job Activities Thermal Plant Unit I Welding, cutting, grinding, insulation, wrapping, paint spraying Unit II Welding, cutting, grinding Electrical shop Drilling, lathering, cutting metal, starnping Quality assurance Welding, cutting, lathering, welding inspection Carpenter shop Wood cutting, wood shaping, wood grinding and sawing Maintenance shop Welding, Lathering, engine testing, spare part cleaning Sand blasting Painting, sand sieving, sand blasting Warehouse Material handling storage H-6 TABLF It - 7 CIIEMICAL AND PIIYSICAL IIEALTII 1HAZARDS BY TYPES OF WORK Types of work Chemnical Hazard Physical Hazard Mist Gas Liquid Dust Fume Vapor I-leat Radiation Noise Liglit Welding SiO n,Pb,Cd V* ,IR Fe 0, M b, Ni , P, S Pipe insulation - Talc Dust** - Epoxy / F ibre Glass, Resin Polyester Gas cutting Acetylenie - n, Fe,P 1 / UV* ,1R / / CO CO Grilnin - Metal D)ust Xylene / / Tinner Painting Paint / Spray Mist Engine testing CO, CO / Drilling / I _ _ / Sand blastinig Sio / / Metal Dust _ Note: *UV= Ultraviolet Talc dust = Calcium silicate, Asbestos IR= Infrared TABLE II-8 NOISE MEASUREMENT IN VARIOUS LOCATIONS DURING CONSTRUCTION PERIOD (BANGPAKONG POWER PLANT) Location Noise source Sound pressure - (dBA) Gas Turbine combined cycle Floor 1 Boiler feed pump 93 - 104 I Floor 2 Turbine duct 103 Floor 3 Generator 96 Floor 1 Welding 88 - 90 II Floor 2 Engine assembly 80 - 86 Floor 3 Welding 89 - 92 Thermal Plant Unit I Background 76 - 78 Floor 3 Thermal Grinding 104 Plant Unit II Crane operating 83 Mechanical Jack hammer 106- 115 Workshop Portable grinder Background 70 - 84 Carpenter Circular saw 102 Workshop Shaping machine 108 H-8 TABLE 11-9 SOUND PRESSURtE LEVEL IN EACH FREQUENCY AT CAS TUIJRBINE COMBINED CYCIE Locatio n Overall Octave band analysis (dB) dBA 125 250 50() 1(0) 2000 4000 8000 11,: Floor I 1. Cond(lenser 103 103 19 I(0 97 94 91 X 2. Boiler 104 98 102 96 97 1(1 95 92 Feed Pump Floor 2 VTIurbinie dctic 1(03 104 I WX IOt 97 95 93 87 leading to Condenser Floor 3 Generator 95 96 99 94 9!1 87 83 79 TABLE H-10 hIEAT MEASUIREMEN'I Al' IBANCI'AKONG POWER I'LANT DURING CONST'IRUCTI'ION PHASE Psychrometric C WBGT C Location Typcs of work Dry bulb Wct bulb Measurcmcnt Recomicndcd temperature temperature Standard 1. Gas-turbine Sedentary work 31.0 27.0 28.7 32.2 Combined (25% work.- Cycle I 75% rest 2. Thermal Plant Scdcnitary work 31.0 28.5 27.3 32.2 Unit I 25% work - (T-hird Flood) 75% rest) 3. Electrical Sedentary work 30.5 28.0 27.9 30.0 Workshop (Continuous work) 4. Mechanical Shop Sedentary work 31.0 27.0 27.7 30.0 (Conlinous work) 5. Carpenter Sedentary work 31.5 27.5 26.8 30.0 Workshop (Continous work) 6. Sandblasting Moderate work 32.5 30.5 30.0 31.1 (outdoor activity) (25% work - 75% rest) lTABLE 11-l I AIR CONTAMINANT MEASUREMENT IN VARIOUS LOCATIONS DURING CONSTItUCrION 1'IIASE Types of air Types of sampling Concentration TLV Existing control measure Location contaminant (no. of samples mg/m3 mg/m3 collected l. Carpenter Wood dust Personal (3) 1 .06 - 1 .26 5 Local exhaust ventilation Workshop (respirable dust) available wood dust (total area (I) 0.275 15 dust) 2. Sand blasting Free silica (Sio2) personal (4) 2.6 - 18.01 0.58*, 0.62, * Depends on percent of free dust 0.42, 0.26 Improper silica content respirator rcspectively *LsC(l pajamas to wrmp upl face) 3. Welding Welding fmnes operation - ILead personal (8) 0.002 -0.012 0.2 Local exhaust hoods - Manganese personal (9) 0.009 - 0.68 5 available in some operations (ceiling) 4. Painting and Vapour solvent and paint spraying paint spray mist - Xylene personal (2) 0.9, 3.28 100 ppm no proper respirator (ppm) available for contractor's - Toluene personal (5) 0.7 - 14.04 100 ppm workers (ppnl) TABLE 11-12 WORKING CONDITION PROBLEMS IN VARIOUS LOCATIONS OF BANGPAKONG POWER PLANT DURING CONSTRUCTION PHIASE Thermal Plant Gas - turbined Workshop Material handling Location combine cycle QC Material handling Sand 3rd Floor 6th Floor I 1I Mechanical Carpenter Welding and Storage Area blasting (River Front) 1. Fire prevc'ition and control * * * * 2. Electrical hazards * * * * * 3. Poor house keeping * * * * * * * * * 4. Poor sanitation * * * * * * * * 5. Improper usc of personal * * * * * * * * * * protective equipment 6. Unguarded machiine * * 7. Matcrial hanidlinig, * * * * * * piling, storage Note * Problems existed during safcty inspection TABLE 11-13 SOUIN11 PRESSURIIE lEVEL. AT COMIIINEI) CYCLE IlIOCKi I, , IIANGPAKON( POWE R PLANT, DURING OPEIATION PHASE Sound Pressure level (dBA) Location Load I Load 2 Load 3 Load 4 Note 1. Comnbiied cycie (cc /1 I) (30 MW)* (68 MW) (1001 MW) lly pass * 1.1 (iround Floor 90 5 - 104.2 88 - 98.2 89.3 - 102.7 95.3 - 107.6 number appearing 1.2 Operator rodor 71.7 72.9 in parenthesis (door closed) is amount of load level 1.3 Mezzanine Floor 86.7 - 107.1 90.4 - 107.0 95.6 - 109.3 1.4 1Itercomli 83 88.8 95.8 1.5 Operator room 77.9 84.1 84.1 1.6 Operating Floor 83.3 - 88.6 90.0 - 98.0 1.7 7urbing house 101 101.7 1.8 Control room - 54.8 - 70.5 64.5 - 72.3 1.9 D)eaerator 85.6 - 92.1 93.4 - 101 1 2. Combine Cycle 11 (3( MW) (70 MW) lly pass 2.1 Ground Floor 86.4 - 103.3 93.6 - 109.4 2.2 Operator room 75.4 75.5 (door closed) 2.3 Mezzanine Floor 89.1 -105.6 89.4 - 99.4 2.4 Intercom 87.3 2.5 Operatting Floor - 86.1 - 101.1 (71 MW) 2.6 TIrbinie house 99 ; 2.7 Instriument Lab 58 2.8 I)eaeralor area 88 - 95.1 TABLE B-14 SOUND PRESSURE LEVEL AT GAS TURBINE BLOCK I, II, BANGPAKONG POWER PLANT, DURING OPERATION PHASE Sound pressure level (dBA) Location GT# CT # I. Gas Turbine BlockI (# 11) (# 12) 1.1 Gas turbine area 90.0 - 100.1 92.7 - 99.3 1.2 Control room 72.8 - 75.4 72.2 - 75.2 1.3 Control room 85.8 - 88.4 83.2 - 86.9 1.4 Switch gear room 86 85 (Second Floor) 1.5 Switch gear room 97.4 95.4 (Outside the room) 2. Gas Turbine Block II (# 21) (# 22) 2.1 Gas turbine area 91.5 - 97.3 92.7 - 99.0 2.2 Control room 75.0 79.7 75.1 - 78.2 2.3 Outside control room 87.8 - 88.2 80.0 - 87.6 2.4 Switch gear room 97.4 98.2 (second floor) 2.5 Outside switch gear 87.8 - 88.2 80.0 - 87.6 room H-14 TABLE H-15 SOUND PRESSURE LEVEL AT DIESEL ENGINE 1,11 AND HEAT RECOVERY STEAM GENERATOR (HSRG) DURING OPERATION PHASE Location Sound pressure level (dBA) #2 at loading 1. Diesel 1.05 Nfw 1.5 MW 1I.1 Diesel & generator 105.8 - 112.8 105.2 - 111.7 108.5-111.8 1.2 Control room 94.5 9525 96.1 2. HRSG (# 11) J(9 12) (# 21) 2.1 Aisle 76.9 - 78.9 76.0 - 78.1 77.4 - 78.7 2.2 First Floor 76.5 76.1 79 2.3 Second Floor 73.3 - 79.1 75.0 - 75.6 76.5 - 82.6 2.4 Third Floor 66.8 - 76.4 73.9 - 79.2 74.0 - 79.8 2.5 Fourth Floor 67.9 - 76.1 73.1 - 77.0 73.6 - 79.4 2.6 Fifth Floor 68.2 - 76.3 71.8 - 77.7 72.1 - 79.4 2.7 Sixth Floor 71.4 - 76.0 70.5 - 76.6 71.8 - 89.4 2.8 Stack 73.8 - 85.5 .75.6 - 88.6 74.8 - 81.9 H1-15 TABLE H-16 WORKER'S NOISE EXPOSURE Operator Equivalent Continuous Sound Level (Leq) (dBA) Combined cycle Ground floor operator 84.7 Mezzanine floor operator 89.5 Operating floor operator 87 Gas turbine (GT) GT # 12 Operator 82 GT # 14 Operator 85 H-16 TABLE 11-17 IIEAT MEASUREMENT AT RAYONG COMBINED CYCLE POWER PLANT (OPERATING PIIASE) Psychrometric C WBGT C Location Types of work Dry bulb Wet bulb Measurement Recommended Remarks tem perature temperature Standard 1. Ground Floor 1. I Accessory C0om,partmient Sedeniaiy work 37.6 27. 1 31 .9 32.2 GT 31 (25% work - 75%/0 rest) 1.2 Turbine Compartment Sedentary work 42.6 29.9 43.9 32.2 (25% work - 75% rest) 1.3 Sampling Lab Continuous work 32.9 25.8 28 30 2. First Floor (Condenser) 2.1 Low Voltage Switch Sedentary work 36.8 26.4 30.9 32.2 gear (Steam turbine) (25% work - 75% rest) 2.2 Main steam Sedentary work 36.8 26.2 32,5 32.2 (25% work - 75% rest) TABLE H-17 (CONT.) Psychrometric C WBGT C Location Types of work Dry bulb Wet bulb Measurement Recommended Remarks temperature temperature Standard 3. Second Floor 3.1 Steam turbine Sedentary work 37.6 27.1 31.9 32.2 (25% work - 75% rest) 3.2 Generator Sedentary work (25% work - 75% rest) .c .__ _ _ _ _ _ _ ___ _ _ 4. Tliird Floor 4.1 Condensate Sedentary work 36.8 26.4 30.94 32.2 (25% work - 75% rest) TABLE H-18 ILLUMINATION MEASUREMENT. RAYONG COMBINED CYCLE POWER PLANT (OPERATING PHASE) Location Type of work * Result Standard (Lux) (Lux) 1. Ground Floor Aisle A 260 50 Stairway A 58 50 Transformer Spray System Control A 80 50 Steam Turbine Lube Oil Storage A 25 50 Stairway: Combustion Turbine A 260 50 Generator 12 Office Desk C 215 50 Stairway: Combustion Turbine 416 V A 400 50 Secondary Unit Substation 11 room Combustion Turbine 416 V Secondary A 230 50 Unit Substation 11 Room Combustion Turbine 125 V DC Battery A 315 50 Panel 2 Room Reverse Auxiliary Sub Transformer A 170 50 11 B Room NOX Water Injection Skid Combustion A 190 50 Turbine 12 Room Stairway: Combustion Turbine 11 A 90 50 In front of Halon Fire Protection Skid B A 130 50 Transformer 11 B Stairway: Exit A 110 50 Aisle: Hydrazine Solution Tank And A 70 50 Phosphate Solution Tank Sample Panel (Water Sampling) Area D 300 300 H-19 TABLE H1-18 (CONT.) Location Type of work * 1 Result Standard (Lux) (Lux) Surface Condensor (Bank) A 180 50 Telephone Booth B 190 100 Tube Removal Area A 70 50 2. Second Floor Stairway A 170 50 Battery Charger Room C 210 200 Walkway Near The Steam Line B 100 100 Walkway: Steam Turbine Substation B 120 100 Unit Steatn Tlrbine Area Circ Fan 23 B 120 100 Steam Turbine Area Vent Fan 9 B 300 100 3. Third Floor Steam Turbine 3 Area A 50 50 Local Indicator Panel Area B 190 100 Deis Digital Cabinet D 900 300 (Working With VDT) Deis Aupdec. Cabinet D 950 300 (Working With VDT) Deis Digital Cabinet D 100 300 Control Maintenace Office C 100 200 4. Machine Shop Stairway A 53 50 19'ItAULsUIl A 418 50 Office Desk D 395-1600 300 Copy Machine B 247 100 Computer D 900 300 H-20 TABLE H-18 (CONT.) Location Type of work * Result Standard (Lux) (Lux) 5. Electricity Shop 5.1 Downstairs Shelf A 194 50 Workshop Area C 457 200 Office Desk In Store Equipment D 344 300 Room Walkway A 25 50 Office Desk In Lab Electric Room D 253 300 Meeting Desk D 660 300 Walkway C 611 200 Office Desk In Store Room C 299 300 5.2 Upstairs Office Desk D 423-1050 300 Office Desk In Maintenance D 1150 300 Department Office Desk In Maintenance D 420 300 Departnent Meeting Room B 843 100 Note * A = Does not require meticulous attention to details (50 lux) * B = Requires attention to certain details (100 lux) * C = Requires moderate attention to details (200 lux) * D = Requires greater attention to details than C (300 lux) H-21 TABLE H-19 DUST MEASUREMENT IN MECHANICAL WORKSHOP AND WATER TREATMENT PLANT, RAYONG COMBINED CYCLE POWER PLANT, (OPERATION PHASE) Location Type of Type of air Concentration samples contaminant (mg/m ) 1. Mechanical shop 1. 1 Welding operation personal Welding not detected sampling fimes (ND) 1.2 Lathe work area sampling metal dust ND 1.3 Drilling and Shearing area sampling metal dust ND 2. Water treatmnent plant 2.1 Calcium oxide loading personal dust ND opefator sampling 2.2 Lower part of lhopper area sampling dust ND 2.3 Calcium oxide bag storage area sampling dust ND TABLE H-20 PERCENT DISTRIBUTION OF REPORTED ILLNESSES AND ACCIDENTS BY DISEASE CLASSIFICATION, RAYONG POWER PLANT, 1993 Diseases classification Incidence rate (%) 1) Diseases of the respiratory system 34.1 2) Diseases of the musculoskeletal 13.6 system and connective tissues 3) Diseases of the digestive system 12.1 4) Diseases of the skin and subcutaneous 8.2 tissues 5) Infectious and parasitic diseases 6.4 6) Symptoms and ill-defined conditions 3.9 7) Accident, poisoning and violence 3.2 8) Disease of the nervous system and 3.2 sensory organs 9) Disease of the circulatory system 3 10) Others 12.3 Total 100 H-23 APPENDIX I AIR QUALITY DATA FGD SYSTEM DESIGN CRITERIA AND ASSUMPTIONS Sulfur Removal Efficiency 80 % at MCR with 3% Sulfur Fuel Reagent Preparation System I x 100% per unit, 24 Horizontal Ball Mill hours/day W/ 3% sulfur Tower Ball Mill fuel, 1 common spare Reagent Slurry Storage Tank I x 100%, 8 hour storage w/ 3% sulfur fuel. Tank to have roof Slurry Emergency/Outage Storage Tank I tank common to both units, 1/2 Reaction Tank capacity, acconmmodates single unit outage only Absorber Modules I x 100% per each unit, I spare header/recirc pump per module Mist Eliminators Polypropylene or FRP Dampers - Guillotine Assume bypass required. One damper required for the bypass duct, one at module inlet, and one at module outlet. Regenerative Type Flue Gas Reheaters Assume Reheat not required. Further emission ,modeling is required to confirm. Booster Fans Not Required. The ID fan will be sized for FGD pressure drop. Sluny Pumps I extra header/pump per module. Service Water From Plant service water system. Instrument Air From Plant instrunent air system. Air receiver required in FGD area. Forced Oxidation System I x 100% per unit plus I common Oxidation Air Compressors 100% spare I-l Station Air From Plant station air system. Air receiver required in FGD area. Dewatering System I x 100% filter per unit plus I common spare filter, or multiple centrifuges per unit (I spare, or 10% spare capacity minimum) Centrifuge Horizontal Belt Filter Rotaiy Drum Vacuum Filter Thickening Equipment Hydroclones I x 100% per unit plus I common spare, 20% spare clones. Lining Material Rubber Flakeglass Alloy Organic Economics--installation cost vs maintenance cost. Piping Does EGAT approve of FRP or prefer any materials? Mixers Module capable of operating continuously with one out of service. One per other tanks. Ductwork Assume bypass required. Limestone Receiving & Storage Assume 15 Day Storage on Site. Limestone Day Storage Silo Not Required if Limestone Storage is above Reagent Preparation. Area Buildings Recycle Pump Area Roof coverage only Dewatering Area Roof coverage only Reagent Preparation Area No building or roof (locate beneath limestone storage silo?). Control/Electrical Building Full Building, HVAC Estimated Electric Power Req'd 10,900 kw per Unit (excludes additional ID fan power) Estimated Water Usage per Unit (FGD Make-up only) From Cooling Tower Blowdown 3,030 1pm (800 gpm) instantaneous maximum 1,705 1pm (450) gpm) average at full load From Service Water 570 1pm (150 gpm) (The split between service water and cooling tower blowdown is dependent on FGD supplier requirements, and is only estimated at this time.) Flue Gas Pressure Drop 240 mm H20 (9.5 in H20) (w/o flue gas reheat) 395 mm H20 (15.5 in H20) (w/ flue gas reheat) FGDX1 EtFlu Gas Temp. 54 C (129 F) (no flue gas reheat) 80 C (202 F) ( w/flue gas reheat) Wastewater 0 (except for outages or other upsets) Limestone Consumption* 14.3 tonnes/hr (15.7 ton/hr) per Unit Waste Byproduct Production* 23.3 tonnes/hr (25.7 ton/hr) per Unit As-Received Limestone Size Assumed 20 mm x 0 (3/4 in x 0) Limestone Work Index Range Assumed 8 to 14 Limestone Deliver Method Over the road trucks Limestone Deliver Rate 91 tonnes/hr for 8 hours per day for two thermal units. Limestone Conveying System Pneumatic, dual full capacity system. If limestone size received greater than 25 mm x 0 (1 in x 0), on-site crushing required, or change to belt conveyors. * At MCR with 3 percent sulfur oil and 80 percent removal efficiency. 1-3 ISCST Printrnit nf SOi GLC duiring Normal Operation of RPPP. ISCST (VERSION 807. RN AIR QUALITY DISPE?SION MODEL IN SECTION 3. MODELS PROPOSED SEP80 FOR 81 GUIDELINES. IN UNAMAP (VERSION 1) DEC 80 PROGRAiM UPDATED TO VERSION 5 ss EGAT: GAS BAPED. CLOSED MODE NORMAL OPERATION (S02) t 365-DAY AVERAGE CONCENTRATION (MICROGRAMS/CU8IC METER) s ± FROM ALL SOURCES s t FOR THE RECEPTOR GRID s t MAXIMUM VALUE EQUALS 12.88666 AND OCCURRED AT ! 500.0. 3500.0) Y-AXIS / X-AXIS (METERS) (METERS) / -5000.0 -4500.0 -4000.0 -3500.0 -3000.0 -2500.0 -2000.0 -1500.0 - 5000.0 / .93160 .97713 1.16882 1.57423 2.25872 3.18532 4.48137 5.29231 4500.0 / 1.01346 1.01985 1.08625 1.34699 !.90518 2.80033 4.07161 5.37703 4000.0 / .98462 1.09267 1.11872 1.21525 1.58045 2.35188 3.54762 5.12752 3500.0 / .86592 1.03146 1.17294 1.22255 1.36324 1.88554 2.94192 4.51956 3000.0 1 .78678 .90333 1.07230 1.24093 1.31464 1.52063 2.26915 3.66942 2500.0 / .72738 .82157 .93818 1.09582 1.26883 1.35765 1.66065 2.69243 2000.0 / .70589 .76944 .85321 .95891 1.08411 1.21153 1.28672 1.72420 1500.0 / .75435 .78150 .82103 .87306 .93894 1.00282 1.01517 1.02181 1000.0 / 1.06137 1.02869 .98803 .94012 .88842 .83825 .77618 .63398 500.0 I 1.91077 1.90079 1.84495 1.72472 1.52371 1.23718 .88864 .55263 .0 I 2.74333 2.85939 2.93589 2.93615 2.81152 2.50840 1.98687 1.30339 -500.0 / 2.36109 2.45098 2.51265 2.52320 2.45286 2.26717 1.93672 1.48480 -1000.0 / 1.85804 1.95401 2.05412 2.15570 2.24655 2.28178 2.15845 1.75146 -1500.0 ! 1.69360 1.85217 2.02158 2.17896 2.29844 2.33482 2.29043 2.41236 -2000.0 1 1.70622 1.85315 2.01056 2.16716 2.31341 2.56466 3.10128 3.74023 -2500.0 / 1.69248 1.85486 2.01755 2.23695 2.64121 3.30267 4.16338 4.38271 -3000.0 / 1.72343 1.87375 2.1'802 2.58194 3.21966 4.08173 4.64576 4.20439 -3500.0 J 1.74522 2.03020 2.44972 3.00761 3.78373 4.42887 4.58386 3.48029 -4000.0 / 1.92305 2.29106 2.75878 3.42916 4.04776 4.41691 4.04366 2.71916 -4500.0 / 2.13169 2.51790 3.09087 3.65268 4.03803 4.14227 3.23210 2.18743 -5000.0 / 2.30160 2.79774 3.29913 3.63946 3.92138 3.56563 2.48987 1.86660 M EGAT: 8PS BP.SED$ CLOSED MODE NORMAL nOrRATIDN !5C2) it 1-4 ISCST Printout of S02 GLC during Normal Operation of RPPP. t 7-SAY 4nV390 !'i'?s^.',. f,TP4T 2. i G }6RAM5'fC T METER t E!FR 0 A LL S UR C E t Q9. THE RECEP3GPR 6RID I MAXIMhU VALUE ENUALS 12.88666 AiND OCCURRED AT ( 500.0, 3500.0 O - . -SO" O.0 S000.. 1500.0 2000.0 2500.0 3000.0 3500.' jililr !1Z 7."Ss.t? !1.97817 11.9i;?5? 9.2041' - 3982,' 7.'.',2A9.' 7.27126 7.3e864 5.957'5 7'48 jlq 1. 7p1 7 54 '" i ~ 7216 7,8864 S(O . 011P i.'3'2. 121. ,677! ! '.i?594 ,46.b44O '.7507 7.66973 8.05214 7.18249 5.094,T 4c,3n 0 0 7 ill..,:,, I9'.7'i46 1'.'6415 o . 0540 ?.006 83.4556t7 E.37213 6.2478,. 4.457,' ,C8. .d1 12 ' 1011'l '- .S2,,c,,, 9 . ^ 3 E8.0,5467 ?.12433 7.62125 5.22499 4. 454i,' Ot} ; z,S l'.O!Og'. ! 30,, 9.1.'09 a.05555 3.79662 6.'4633 4.91865 5.0039e ,,, O"x0.'e7CO ,0 . 7822 P. 6707 x.t 59:7 6 .°837?4 5. 27 14 5.29700 4 .500q IIlH ' 5 * 1 .5429 7. .4745 8.05067 e .39 705 5.22751 5.22'S65 4.88295 4.014-V *014 . . ''4T 7 ?-4 4. 64 t e 573222 4. i885$ 4.43827 4.31387 3.55231 2.7574c ,.34.b9 , .5;824 2.679029 33051 2.61877 2.89147 2.57644 2.22483 2.0288C ~0'i()- " ' .!'.5.02 .??4.,1 .074'1 1.1544b 1.23809 1.65216 2.15502 2.52169 2.7640 .15,';1? 0002, .n00335 .6314. 1.64044 2.31627 3 .0972.2 3.62639 .7.9210- -'c 3 f" 0.51680 .00349 .01100 .,'5198 .49357 .90212 1.40300 1.82217 2.1376E -00. ' 1.19020 .'5152 .52613 .30350 .Z5454 .48603 .63177 .78798 .9195; -!SQ O 1. 61431 1.11'60 .80i992 53404 .46820 .54390 .55124 54788 .587525 ?000.0 ' 1.93978 1.65799 1.02035 .69106 .60522 .55744 .57011 .52767 .4735' -.19832 1.99303 1.'18936 73735 .67539 .59545 .54768 .52699 .4768e -.542 7. 3 . 0932' . ' 267,6?9 .4258 .6S362 .6277 1 .55072 .50038 .4680t *52.'?6 ..-179, .' ''! 95 .618.' .56265 .49430 .44435 - ':! ''.2 ! 2.23636 1.90118 1.32402 .71399 .57401 .57508 .56175 .49536 .4379- --'iX.C I ,.1.,78 1 *56,8 I.!67.52 .692247 .53072 .52337 .57391 .49859 .4349: -i',!j"|- j ! 1.95$.',S 1.59379 1.0977! .67017 .49454 .47564 .48966 .48927 .4382: N | -,OA 365 DAYO SGPR0CUPt tt EGAT: GAS BASED. CLOSED MODF N?^PMIAL OPERATION (S02! I-5 ISCST Printout of S02 GLC during Normal Operation of RPPP. t 365-DAY AVERAGE CONCENTRATIQN (MICROGRAMS/CUBIC METEP) t FROM ALL SOURCES s F rOp THE RECEPTOR GRID t MAXIMUM VALUE EQUALS 12.88666 AND OCCURRED AT ( 500.0, 3500.0) AXIS / X-AXIS IMETERS) TERS) / 4000.0 4500.0 5000.0 3000.0 I 4.23791 3.42830 3.29506 4500.0 I 7.86927 3.61788 3.86527 4000.0 / 4.00652 4.21674 4.25136 3500.0 t 4.61010 4.51868 3.90627 3000.0 / 4.77712 4.03556 3.33967 2500.0 / 4.10979 3.32165 2.64642 2000.0 / 3.14947 2.44268 1.95290 1500.0 / 2.19211 1.84202 1.62504 1000.0 1 1.94260 1.91056 1.89978 500.0 / 2.90707 2.96946 2.97123 .0/ 4.03116 4.01316 3.91879 -500.0 / 2.35839 2.49574 2.56594 -1000.0 / 1.02732 1.11928 1.19922 -1500.0 / .63642 .67047 .69090 -2000.0 / .45996 .47599 .50387 -2500.0 / .41599 .38671 .37964 -3000.0 / .42411 .36977 .34179 '3500.0 / .41201 .37827 .33298 -4000.0 / .39198 .36456 .34137 -4500.0 / .-7794 .34739 .32620 -5000.0 / .38462 .34598 .31091 HIGH 1-HR SGROUPS ss EGAT: GAS BASED. CLOSED MODE NORMAL OPERATION (S02) 1-6 ISCST Printout of SO2 GLC during Normal Operation of RPPP. G HCTi7 !-HOUR AVERAGE CONcENTRATION (MICROGRAMS/CUBIC METER) FROI. ALL SOURCES t - F 0R THE RECEPTOR GRID t .Ax!.!r, \I^t' U' VU J1A L $ AN? OCCURRED AT ( !'00.?. .0) C' -4100.-55!, .o -4$QQ.Q -4500.0 -3000.0 5300.? ' 20'.240 ' 62.!1 27C.25080 2.14) 2?6.22330 1 62141 257.61350 62,1t) 301.76500 (153. 1) i5C5.? ,1 27.6.3900 12. 15) ^07.36sl0 12,14( 27'.'235Q . s^.!4) 27.90?70 62! 14 2i49.80240 (153,15! ;000.0 ' 22.'.2190 1981s5i 247.97680 !!°8,1$! 214.488?0 20,1,) 264.35670 62,14) 261.73540 (62,14) 1500.0 / 275.270 {:.3) 2^-3.46sao ! 26,16) 25S.13860 :'1-12) ^35.528°0 ( 26,!71 251.34960 (140, 12 3,00.0 2/ 251.25530 '1.13) 221.58240 (1'7.13i '25.20600 26,17) `73.27280 i 5,12) 260.18010 1148,11J "OQ.0 12!1..0S0 5 L. 242.60100 I!)2.'3) 258. 413 00 63,1;1 239.35480 ( 67.11) 297.73390 (148,11) YWI. 0 I25.87W ' 1,) 248.98680 43,1i6) 231.14860 ! 63,111 290.32870 (135,11) 298.10420 (135,11) ,c(,Q 50,0''.0. .140 i 1', ! 6j 2bH.0?Q.8? 0 4.7!,b) 291.78990 03'.,16) 286.13240 !280,10) 265.00660 1135,11) 10(0.0 1 260.5.220 '^S,7 260,47060 (168.14) 268.58480 '68,14) 254.99530 (168,14) 308.26690 t 3,12) '0°. ? 215. 80Q40 Z ;' 2?^41.10220 (168.1I4 279 .33740 (1 68I,4) 314.55220 (168,14) 330.93230 (168,14) .0! 268.83490 'I '8 ) 281.74480 l275,1°2 2'96.20310 ( 9,1!7 317.38900 (155, 8) 340.68440 (363,12) -000 ?1 °1 3.290 '. ( 9.2601ll 99 3i 270.92760 ( 99.11) 309.84230 ( 99,11) 357.58910 (99,11) -1000.0 257.15170 '14, 1' 253.25780 (300,12) 272.68910 (315, 8L 334.87410 (315, 8J 407.11540 (315, 8) -150Q.C ' 255.00`40 f ;.. 8. 291.71100 (115. 8) 325.97360 (315, 8) 349.94270 (315, 9) 357.15290 (286,12) -'005 26 .3 I70 . ,.S. 8,274.65830 (215, 8) 282.57680 ( 286,12 335.51910 (286,12) 362.16090 (286,12) -"OC.O ! 23l.~97720 ^--^>.128 271.55.40 (236 ,1) 295.67930 (286,12) 292.76780 (286.121 288.45140 (28910) -,'.0C. C' 2"48.39080 236, 1) 254.79020 (286,12) 238.42400 286,12) 259.32660 (289,10) 251.77190 (289,10) .500 C 9/ 1 0, .. 00 (23 !6.12) 227.74950 (1131,I) 510.94180 (334,11) 214.92560 (289.10) 276.20090 (315,12) -400. 0 238.74370 '.:3. 1i 250.36250 I113,11) 216.92380 (113,11) 250.49810 (315,12) 269.11850 (315,12) 0: 1C 5 i 246.38800 '3,' ) 215.22550 113,L1) '226.68650 9,16) 250.33340 1,315,12) 280.30020 (314. 9! -S000.0 / 208.79030 :113,11) 217.25020 ! 9,16) 41.1405Q ( 9,16) 235.04570 (314, 9) 293.43480 (314, 9) HIGH 1-HP SGROl: : EGOT: GA' BA25, CLOSE.D MIODE NORMAL OPERATION (502) ±tt 1-7 ISCST Printout of SO2 GLC during Normal Operation of RPPP. HIGHEST 1-HOUR AVERAGE CONCENTRATION (MICROGRAMS/CUBIC METER) 'ROM ALL SOURCES I ;OR THE RECEPTOR GRID s MAXIMUM VALUE EQUALS 766.55630 AND OCCURRED AT ( 1500.0, .0) -AXIS I X-AXIS (METERS) SETERS) / -2500.0 -2000.0 -1500.0 -1000.0 -500.C 5000.0 / 301.59990 i1S'.15) 239.94740 (254.14) 260.83620 (256,15) 275.93480 1130,14) 283.75330 1!30.!g 4500.0 / 294.84140 (153,15) 252.09520 (140.1') 282.69300 (169,12) 251.65830 (130,13) 297.34830 (130,I' 4000.0 / 267.51630 (140,13) 296.02760 (l40,13) 298.34230 (169,12) 297.89430 (169,12) 310.56100 (130,11) 3500.0 / 262.87640 (140,12) 321.57870 (140.13) 311.06690 (140,13) 348.67730 (169,12) 327.06210 (124,15) 3000.0 / 291.36070 (140,12) 305.67720 (140,13) 378.26990 (140,17) 392.65120 (169,12) 330.02110 (12E,12) 2500.0 / 292.29200 (148,11) 346.12550 (140,12) 401.61230 (140,13) 409.40730 (140,13) 425.39740 (169,12) 2000.0 / 308.64290 (198,14) 323.35160 (198,14) 424.28280 (140,12) 526.32810 (140,13) 551.91700 (169,12) 1500.0 / 336.17940 (26.15) 294.30750 ( 26,15) 376.88120 (140,12) 538.53720 (140,12) 642.67580 (160,12) 1000.0 / 342.79150 ( 3,12) 292.18300 (265.14) 342.48160 ( 3,14) 483.17470 (140,12) 695.65910 (132,13) 500.0 / 362.75580 (168,15) 338.15290 (168,15) 361.11590 (34,12) 508.48880 ( 54,12) 416.91230 (54,12) .0/ 357.19720 (318,13) 385.30190 (275,13) 488.58090 (275,13) 689.97640 (317,11) 189.88330 (12,12) -500.0 / 414.57520 ( 99,11) 486.65000 (315, 8) 699.49020 (315, 8) 691.11660 (315,10) 426.92040 (14.131 -1000.0 / 476.61890 (315, 8) 502.99520 (315, 8) 647.77190 (286,12) 501.49590 (286,12) 669.03180 (294,12) -1500.0 / 441.58670 (286,12) 454.89160 (286,12) 329.17220 ( 11,15) 627.08390 (314, 9) 747.89020 (314, 9) -2000.0 / 329.35800 (286,12) 319.08660 ( 11,15) 407.81070 (314, 9) 662.89530 (314, 9) 441.36460 (314, 8) -2500.0 / 282.68520 (289,10) 318.33250 (289.11) 505.84970 (314. 9) 515.61190 (314, 9) 442.16280 (314, 8) -3000.0 / 293.48700 (278,14) 385.00340 (314, 9) 476.42210 (314, 9) 358.47240 (314, 9) 411.99430 (314, 8) -3500.0 I 299.81940 (314, 9) 405.02340 (314, 9) 391.76930 (314, 9) 283.01740 (312, 7) 373.57260 (314, 8) -4000.0 / 336.92440 (314, 9) 372.83420 (314, 9) 301.27860 (314, 9) 272.79240 (314, 8) 335.83700 (314, E) -4500.0 / 334.71310 (314, 9) 317.49800 (314, ?) 248.79230 (312,15) 271.00460 (314, 8) 301.76280 (314, SI -5000.0 / 307.22150 (314, 9) 258.40300 (314, 9) 231.68140 (303,15) 262.38600 (314, 8) 271.97310 (314, 8) 1-HR SG.OUPt Xtt EGAT: GAS BASED, CLOSED MODE NORMAL OPERATION (S02) V ISCST Printout of SO-2 GLC during Normal Operation of RPPP. ±FRIY' Al~ IUCE -1 r,"711 RECEPTH RI, I8 VA4,)35 £0UA!' 766.150? A 3N0 UPRED A< .0) i 1520.0 ~~2000.0 ,2i.4~~~1~C54. 724 .2,170 54.2~ 7.1 70" 11 16~ -E3.68670 (134,141 316.-482,80 (184,14) '2. 7 7050 I~2 340.2163 1'113 .1 0 1192 :so . 0 1184,11 :14 .50270 1184 ,14 1 409.354i~~~~~~ I $4.~~~~73 ''~~~~ ( ''~~~~ ,.1 1 0. 49640 K 84,141 336.30460 114,14) 4SO :V1'L419 I ' ' 76 0 0 118 I1:1 24 .57210 1184.141 V1. 3360 (84,14) -. 16 4 '4.442 453.1 30 1104.14), :4.25 1414 2.36 14 7,14) '~:.i5? 4 I ' 491 .26710 ¶ '' L . 401 0 1,14,4 :12'.123010 (184, 14) 233. 07560 1132,101 7 . 5'0 f5 41 57 i. 63)49 5i . '210 (,184.14) 426.01370 (132 .10) 48.24600O (12 10) '' 4'' 7 684. I 04 1 i 0. 22420 1184 . 1 `85.06940 132,O 14 7.22100 3 17 ~~ <'' '' 6~~~~~~~~6.13540 1 3) 7Zq.066710 112,1 n1 14.5,25~10 114 7.131 ;9840~6, 529 489 .2815p0 (190 14') 29 2511 4270(0,1 "5187 112 1 ' >613 1' 5".23012 iI b. .55.6301(120 , (i 668.4,9570 (120, 11) 67 SI, t.-1a 261 2 iZ3 ~ < W"9010 ((99 Ii) ' 2,-6270 )199,PI 444.82660 1209 ,12) 0 . 61 O'. Q'7'' 1, 2k.09 I .12 595.705,90 12.56. 1 Z5980650 (199.121 351.28850 1199,121 50.: / ~~~~ 4'' 0 '~~4~ 81 643,~9? 9u 1 SK-:2.750 f71216 09 4) 654350 1 2!6 ,11 344.18260 (251,151 51~ QP'"0 )'; 8 4.,' 38690 61 20.63700 (1316 11 I ~0 31700 (256,111 3217.303870 (251.12) A 1 C6, 7,40 1 5I 7 .0s20 '36 9 1 .44560 131 6 9( 2,87.21 4f0 (130 91 4 I ~1 0 '1A7097 36 .'~ 85 1,9 305.19963 1280,14) P'.0039 ¶2(6. 31 213.7130 i la,, 1 3:0 0 3 ¶k 9) !03.127800 (3(6. 9) 295.33420 (3116 , 9) % 0 ' 20~~~.(7'420 1.316. II: 214Z,~,72970 176.31 270.80 I10 ~1)1 6 91 61 .42230 ( 316 , 91 319.43600 (316, 91 2~i.2k17.0 2 -,a I51,40 K , 1 2 1430 172 14.23880 1 3 16, 91 317.73000 (3116 . 9) 23~~, 19202 1316. 31 22~7.000 k 8O2 .830 80,151 269.41370 1316. 91 300.61950 (316, 9) HIGK 1-HP SG ROU ;o GAT: GA' BAS". C13850 MOQ05 NORMA1 OPERAT:ON 1S02) 1-9 ISCST Printout of SO2 GLC during Normal Operation of RPPP. HICGHEST 1-HOUR AVERAGE CONCENTRATION (MICROGRAMS/CUBIC METER) t F FROM ALL SOURCES t F FOR THE RECEPTOR GRID ? MAXIMUM VALUE EQUAiLS 766.55630 AND OCCURRED AT ( 1500.0, .0) -AXIC / X-AXIS (METERS) --TERS) / 2500.0 3000.0 3500.0 4000.0 4500.0 5000.0 / 270.08520 (184,14) 264.20910 113Q,1S) 220.50710 (168,12) 245.25630 (118,12) 256.02350 (1!8,12 4500.0 / 262.00500 (168.12) 260.30040 (168.12) 236.42700 (168.13) 267.50400 (118.12) 226.40490 (118,12) 4000.0 / 290.83410 (168,12) 247.70110 (132,10) 278.22560 (168,13) 235.05870 (168,13) 274.41900 (157,11) 3500.0 / 265.82220 (168,12) 296.77460 (132,10) 264.02100 (132,10) 272.25310 (147,13) 286.71870 (157,11) 3000.0 / 336.81230 (132,10) 305.53290 (132,10) 311.64570 (147,13) 291.47890 (147,13) 240.29000 (147,13) 2500.0 / 363.14710 (132.10) 364.43320 (147,13) 324.17130 (147,17) 255.49740 (200,12) 264.03380 (168,17) 2000.0 / 438.39940 (147,13) 358.95430 (147.13) 313.63010 (200,12) 279.99150 (200,12) 214.29940 (268,10) 1500.0 / 386.24'70 (147,13) 330.59220 (173,10) 263.74810 (268,10) 290.25050 (268.10) 271.91060 (268.10) 1000.0 / 336.46980 (172.13) 351.53280 (172,13) 289.42220 (172,13) 246.11110 (208,11) 242.85050 ( 13,11) 500.0 / 348.65580 (202,11) 350.44850 (219,12) 329.63390 (208,11) 287.40170 (208,11) 2'3.04740 (120,11) .01 542.36600 (120.11) 457.47510 (120,11) 396.95860 (120,11) 351.49830 (120,11) 316.01740 (120,11) -500.0 / 401.21340 (209,12) 347.63780 (209,12) 315.27050 (220, 9) 269.51360 (220, 9) 253.08470 (120.11) -1000.0 / 305.88500 ( 87,12) 348.09680 ( 87,12) 302.10490 (87,12) 237.00340 (209,12) 235.05100 (173,15) -1500.0 / 334.51290 (167,11) 326.23340 (240.13) 272.59390 (87,12) 280.88140 ( 87,12) 278.35910 (87, 9) -2000.0 / 335.98610 (167,10) 263.27010 (167, 8) 295.73180 (240,13) 255.43300 (240,13) 224.36570 (87, 9) -2500.0 / 295.44410 (128, 8) 292.65510 (167, 8) 253.43010 (167, 8) 229.64330 (240,13) 239,45730 (181, 8) -3000.0 / 290.51860 (128, 8) 261.12040 (128, 8) 244.48940 (167, 8) 241.17940 (251,14) 170.31380 (240,131 -500.0 256.08420 (280,14) 261.38860 (128, 8) 219.94700 (128, 8) 224.66280 ('251,14) 237.48150 (25!,141 -4000.0 / 263.30230 (280,14) 197.72040 (128, 8) 244.40240 (128, 7) 184.93020 (128, 8) 203.89270 )251,10, -4500.0 / 237.92880 (316, 9) 235.18990 (290, 9) 189.52000 (128, 7) 232.79300 (257,12) 177.36280 (257.12; -5000.0 / 256.54080 (316, 9) 253.75960 (290, 9) 226.67280 (290, 9) 209.81100 (257,12) 232.80110 (257,12i HIGH 1-HR SGROUPt GAt 86aT: GAS BASED, CLOSED MODE NORMAL OPERATION (S02) 1-10 ISCST Printout of SO2 GLC during Normal Operation of RPPP. H sNIGHEST I-HOlR AVERAGE CONCEIRmIT N (MCROGRAmS/CUBIC mETER) t RO'. A!l SOURCES t tFuR THE . RECEPTOR GRID 1PYI.1-MUM YALUE EQUAlS 766.55630 AND OCCURRED RT I 1500.0. .0) _,7.Xt? I iX-AXiS fMETERS) :rK .*r-'i ! 5000. *SCO.O *' 272.42030 f'.1! 14000, .' O 97. 13940 !(157,11) 3000.0 I 273,,4680 11S7,11) voo " QI '3.4380 f!65iis) 2500.0 / 257.98620 (1f5.11) 000. 0 ! 227.75520 2950,14) I 5 233.32290 (268.10) 1000.0 245.96760 (171,12) '-00.0 / 239.21620 I'2C'.11) .0! 291.09300 (121,10) -500.0 / 239.24610 (120,11) -1000.0 / 256.2943Q (173.15) -'500.0 o 252.29420 f 87, 91 -2000.0 ! 250.51490Q 87, 9) -'500.0 f 210.'6890 (181, 8) -.000.0 / 223.01180 (181, 8) -3500.0 / 170.3.3510 (251.10) -40(0.0 / 231.21900 (291.10) -150(.0 / 188.93140 (251.10) -5000.0 / 167.85800 (257,12) 2ND F: 1 -Hf. SGROU t EGAI: GAS 8ASED, CLOSED MODE NORMAl OPERATION (S02! I.-11 ISCST Printout of SO2 GLC during Normal Operation of RPPP. SECOND HIGHEST 1-HOUR nVERAGE CONCENTRATION (MICROGRAMS/CUBIC METER) * FROM ALL SOURCES * s FOR THE RECEPTOR GRID I t MAXIMUM VALUE EQUALS 740.13460 AND OCCURRED AT ( 1500.0, .0) : HIGH 24-HP SGROUI t EGAT: GAS BASED. CLOSED MODE NORMAL OPERATION (S02) HIGHEST 24-HOUR AVERAGE CONCENTRATION (MICROGRAMS/CUBIC METER) s FROM ALL SOURCES t FOR THE RECEPTOR GRID 2 MAXIMUM VALUE EQUALS 85.99893 AND OCCURRED AT ( .0, 3000.0) Y-AXIS / X-AXIS (METERS) tMETERS -5000.0 /Q5QO -4000.0 -3500.0 -3QOQ.C 5000.0 / 21.51179 ( 62, 1) 28.12442 ( 62, 1) 31.86964 ( 62, 1) 30.51990 (62, 1) 43.02205 (153, 1) 4500.0 / 25.45874 (198, 1) 22.06147 ( 62, 1) 29.07970 ( 62, I) 32.39807 (62, 1) 35.14624 (13, 1) 4000.0/ 24.66732 ( 82, 1) 27.86029 (82, 1) 22.93570 (82, 1) 29.30264 (62, 1) 31.98777 (62, 1) 3500.0 / 21.34807 (280, 1) 24.74464 ( 82, 1) 30.03485 (82, 1) 25.03157 (82, 1) 29.03286 (144, 1) 3000.0 / 29.67756 (280, 1) 27.86520 (280, 1) 23.29808 (82, 1) 31.08653 ( 82, 1) 26.35876 (82, 1) 2500.0 / 28.47130 (280, 1) 33.78854 (280. 1) 35.00273 (280, 1) 28.89493 (280, 1I 29.55180 (E2, 1) 2000.0 / 29.90409 (43, 1) 27.52700 ( 43, 1) 34.69690 (280, 1) 40.03207 (280, 1) 36.51992 (280, 1) 1500.0 / 24.91489 (43, 1) 30.63737 ( 43, 1) 34.02083 ( 43, 1) 31.47926 (43, 1) 37.81479 (280, 1) 1000.0 / 31.19015 (254, 1) 28.14709 (254, 1) 22.83811 (254, 1) 24.30981 (43, 1) 27.87806 (43, 1) 500.0 / 28.99852 (35, 1) 29.02896 ( 35. 1) 28.09138 (35, 1) 25.67802 (35, 1) 27.29383 (168, 1) .0! 36.71452 (35, 1) 38.75325 ( 35, 1) 40.30451 (35, 1) 41.31107 (317, 1) 43.88432 (317, 1) -500.0 / 30.30530 (300, 1) 35.1Q320 (300. 1) 40.09109 (300, 1) 44.29967 (300, 1) 45.76046 (300, 1) -1000.0 / 37.69059 (300, 1) 39.50583 (300, 1) 39.87868 (315, 1) 44.95167 (315, 1) 49.92149 (315, 1) -1500.0 / 39.47476 (31S, 1) 43.12859 (315. 1) 46.17185 (315, 1) 47.52449 (315, 1) 45.74448 (315, 1) -2000.0 I 39.57336 (315, 1) 40.06715 (315, 1) 38.56836 (315, 1) 35.49650 (286, 1) 35.85379 (286, 1) -2500.0 / 33.42169 (315. 1) 31.24708 (286, 1) 33.82039 (286, 1) 30.57763 (286, 1) 33.08650 (367, 1) -3000.0 / 29.94734 (286, 1) 29.26091 (286, 1) 32.65180 (293, 1) 42.73249 (293, 1) 35.76274 t3n5, 1) -3500.0 / 24.40286 (293, 1) 40.42253 (293, 1) 48.08056 (293, 1) 36.10955 (293, 1) 47.97182 (315. 1) -4000.0 / 44.51977 (293, 1) 49.26312 (293, 1) 37.14033 (293, 1) 43.44283 (315, 1) 47.50457 (315, fl -4500.0 / 47.94945 (293, 1) 36.26081 (293. 1) 38.88851 (315, 1) 44.15214 (315, 1) 42.49433 (2)9, 1) -5000.0 / 34.40359 (293, 1) 36.01031 ( 28, 1) 42.83089 ( 28, 1) 36.78014 (315, 1) 42.79607 (299, 1) HIGH 24-H,P SGROU: III EGAT: GAS BASED. CLOSED MODE NORMAL OPERATION (SO2() 1-12 ISCST Printout of S02 GLC during Normal Operation of RPPP. 8 24,IGH'¢ ',-HOUB O ,GE UCONCENTRATE!0 (MICROGRAMSICUBIC METERR) FRO,R AL! SOUJRCES S t rno, THcl REC'EPTOR GRID t 14YJrIp. !V;,J;- 6,OUAK.^ *,5 'V935 8i93 AND OCrCUFIRET AT ,' .0. 3000.O) Y-A;XIC / -AXIS (METERS( <7-TCf5 / - o-2500.0 2000.0 -1500.0 -1000.0 -500.0 5D000.0 44 .779037 (153, 1 "5.46082 (109, 1) 44.99609 (109, 1) 40.17907 (124, 1 56.05878 (124, 1) i5s0.0 ! 47. 4612 i15, I; 40.04137 (153. 11 45.17075 (109. 1i 39.34425 (124, 1) 60.38361 (124, 1) 4*000.0 / 41;82720 (153, 1) 47.40011 '153, 1) 39.72320 ( 68, 1) 41.20938 (109, 1) 63.02232 (124, 1) .3500.0 / 30.50767 ( 62. i( 46.60980 (53l. 11 40.09587 (153. 1) 46.02100 (156, 1) 62.08314 (124, II 3Q000.0 / 0.05820 (144, II 34.16590 (153, 1) 45.22641 (153, 1) 46.46751 (156, 1) 55.01798 (124, 1) 2500.0 ! 25.54317 ( 82, 1) 29.07093 (140, 1) 42.40809 (140, 1) 44.62358 (282, 1) 40.72493 ( 60, 11 2000.0 J 26.61361 , 63. 1) 25.69012 i 45, !) 7.88866 (140, 1) 48.26645 (140, 1) 42.42023 (60, 1) 1500.Q ! 39.24084 f 63. 1) 3!.85594 (63. 1) 22 .3187 (140, 1) 49.13172 (140, 1) 46.77238 (143, 1) 1000.0 / 24.4 8 50 (280, .1) 27.695s3 ( 3. 1) 22.20579 ( 63, IC 28.14444 (140, 1) 52.76862 (143, 1) 500.0 / 27.59272 !!68, 1) 25.62161 1 16, 1) 20.18539 (316, 1) 21.18703 ( 54, 1) 17.37135 (54, 1) .0 / 45.20010 (317, 1) 43.36512 (317, 1) 36.02861 (317, 1) 31.53833 (317, 1) 7.91181 (12, 1) -500.0 / 41.24142 (300, 1) 44.59326 (315. 1) 64.59537 (315, 1) 80.34721 (315, 1) 36.00206 (37, 1) -IOM ,. ,' 5 .57'25 ( II, 1) 55.42896 (3'5, 1) 51.19093 (37, 1) 46.23313 ( 37, 1) 46.74160 (299, 1) -!SQG.'0 I 39.P7741 (.15, 1) 43.16 32 i 37, 1) 38.78C53 C 37, 11) 45.71561 (314, 1) 51.81938 (312, 1) -2000.0 35.4440Q ( 37, 1) 36.61414 ( 37, 1I 45.08317 (299, 1) 62.97169 (299, 1) 61.67837 (312, 1) -2500.0 / 'S.54156 (315, 1) 47.13731 (3IS. 1) 66.40435 (299. 1) 53.14111 (299, 1) 70.20043 (312. 1) -J000.0 / 50.58316 (315. 1! 57.27153 (299, 1) 64.57178 (299, 1) 58.04454 (312, 1) 71.05592 (312, 1) -3500.0 I 4?.04787 (315. 1) 60.79210 (299. 1) 48.22184 (299, 1) 62.20283 (312, 11 66.76875 (312, 1) -4000.0 / 51.60071 (299, 1) 52.19501 (299, 1) 44.89616 (312, 1) 61.40512 (312, 1) 60.29915 (312, 1) -4500.0 / 48.85i37 (299. 11 38.82719 (299, 1) 47.33227 (312, 1) 58.00418 (312, 1) 53.36514 (312, 1) -5000.0 / 43.s4795 (290, 1) 33.94727 (303, 1) 47.18890 (312, 1) 53.60590 (312, 1) 46.81993 (312, 1) RIG 24-- .SGW EGAT: GAS 8ASED. CLOSED MODE NORMAL OPERATION (302) 1-13 ISCST Printout of SO2 GLC during Normal Operation of RPPP. s HIGHEST 24-HOUR AVERAGE CONCENTRATION (MICROGRAMIS/CUBIC METER) * FR. ALL SOURCES i F FOR THEr RECEPTOR GRID M 1AXIMUM VALIJE EQUALS 85.99°91 AND OCCURRED AT I .Q, 3000.Ot Y-AXIC / X-AXIS (METERS) METERS) .0 500.0 1000.0 1500.0 2000.0 5000.Q0 61.82743 (95, 1) 59,70387 (204, 1) 57.P3985 (204, 1) 42.78757 (39, 1) 43.75369 (184, 1) 4500.0 / 66.91980 (124. 1) 65.13680 (204. 1) 60.86714 (204, 1) 46.52650 (184, 1) 49.41666 (184, 1) 4000.0 / 75.39123 (124, 11 70.26655 (204, 1) 61.46445 (204, 1) 54.15835 (184, 1) 54.38744 (184, 1) 3500.0 / 82.84.29 (124. 1) 73.97710 (204. 1) 57.64128 (204, 1) 62.10998 (184, 1) 64.42667 (67, 1) 3000.0 ! 85.99893 (124, 1) 73.87582 (204, 1) 61.10104 (184, 1) 67.17444 (184, 1) 67.87408 ( 67, 1) 2500.0 1 78.57788 (124, 1) 71.08456 (169, 1) 69.65457 (184, 1) 68.03058 (69, 1) 71.67437 (132, 1) 2000.0 / 72.35953 (169, 1) 67.25691 (169, 1) 69.07236 (184, 1) 66.67734 (69, 1) 85.66924 (132, 1) 1500.0 / 64.67563 (169, 1) 57.68156 (169, 1I 54.80874 ( 38, 1) 81.46545 (132. 1) 54.02173 (132, 11 1000.0 / 61.75349 (153, 1) 55.09061 (121. 1) 56.19793 (132, 1) 49.69487 (196, 1) 56.33824 (190, 1) 500.0 / .48922 ( 2, 1) 4.43620 (196, 1) 57.92331 (196, 1) 28.05871 (248. 1) 35.00454 (248, 1) .0 / 04167 (84, 1) .11274 ( 26, 1) 28.67643 ( 26, 1) 40.50800 ( 26, 1) 42.93778 (220, 1) -500.0 / .32640 (316, 1) 2.27775 (256, 1) 50.4 226 (199, 1) 32.91212 (199, 1) 30.34924 (209, 1) -1000.0 / 53.60584 (312, 1) 25.87908 (272, 1) 41.79443 (256, 1) 28.25030 (199, 1) 27.36832 (199, 1) -1500.0 / 61.32188 (361, 1) 44.08433 (361, 1) 28.61621 (256, 1) 35.06228 (251, 1) 53.22038 (251, 1) -2000.0 / 63.22452 (361, 1) 52.17840 (361, 1) 28.51571 (316, 1) 28.29863 (291, 1) 45.06832 (251, 1) -2500.0 / 67.13747 (361, 1) 57.15870 (361. 1) 27.47547 (271, 1) 34.76833 (291, 1) 24.64681 (291, 1) -3000.0 / 68.27808 (361, 1) 58.43583 (361, 1) 26.03554 (271, 1) 26.86796 (291, 1) 33.60876 (291, 1) -3500.0 / 66.39464 (361, 1) 57.09467 (361, 1) 29.02666 (361, 1) 20.53695 (272, 1) 30.28040 (291, 1) -4000.0 / 62.69654 (361, 1) 54.32599 (361, 1) 30.56374 (361, 1) 18.59547 (271, 1) 22.03939 (291, 1) -4500 .0 / 58.24121 (361. 1) 50.94442 (361, 1) 30.87537 (361, 1) 17.47726 (271, 1) 15.91798 (280, 1) -5000.0 1 53.67462 (361, 1) 47.42602 (361, 1) 30.47984 (361, 1) 16.00535 (271. 1) 15.46951 (280, 1) 24-H: It$ EGAT: GAS BASED, ClOSED MODE NORMAL OPERATION (SQ21 1-14 ISCST Printout of SO27 GLC during Normal Operation of RPPP. ~(i5.ffiT HOUR~WEP~E C0NEXTR~IC(4 ~ /CU IC EIERI !FROM, OLL 470lRCES 2 r0R THE REC'EPTOR GRID t ± YMAXIMU VALUE EMU0LS 85.?9993 HI0 OCCUR-RED AT( .0 3000.0) .3000.0 3~~~~75200A 4000 .0 4500. 0 0)00.0/ 43.[34% .94, ii 57.01366 3~~~~~, U 43.27800 59, 11 36.02637 (13, II 37.12 946 ( 132), I1I 5, rp t ~4Z2~94?( 1( 940 (3,I 42.33213 12,1 42A.8747 (200, 11 60.31291 67, 1( 13.19101 1 25. 1( ~4 .81 12 ) 46.54q84 ('2 00, U) 66.83916 (200, 1) / 55.385~~1 (6?, 1) 57 43!1553 (12, ii 51332[3.1 7.29 20 6.74859 (200, 1) .3000.0 / o~.26245 (1.32. i( 62.04139 (132. ~( 2[.75022 (200, 1 1 80.20407 (200, 1) 55.93805 (200, 1( 2500.0 / ~71.78l5_2 (132l, 11 .705710 (200 7 7.-27 8 9 t'200. i 48-18056 (200, 1( 41.48261 (224, 1( 2000.0 1 ~70.49588 (2J00 63.37876 (20 0, 11 51.!7204 (130 1c) I 43.00224 (190, Ii 31.23401 (165, 11 ~~.500.0/ 60~~.6434112 .10. 11 c3.944 10 I 3.09 (6.U 3.30 28 26.52,032 (268. 1( 1000.0 / 12.29398 (268. 1) 37.43272 (268. U 30.24125 (219. U 36.619)0 (219, i( 38.83660 (219, U~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~7 76a ,.'53(78 0124. 2P89 (202.1" a1) 4.04327 (202,. 11 30.24923 -(22 U 444449(02 41.41418 (202, 1) ~~ / 40.20681 (220. 1( 45.7~~~260 (220. 11 ~ 45960 1 ,220, 11 44. 1602L9 (2,20. I I 4 1 .733915 (220 1 G 0 / .10. 117228 (87. I) 17.4461 8,1 34.9,1920 S 8, I 28.45264 (87, 1) 2 5.1015 1 (220, 1) c 0 / 34 . '1338 (16'7 .I 1( 7.306103 (240, U 32J-.25991 (7. 1( 3II4.9?5 127 (87, 1) 32. 52938 187 , U 60.44593 (251, I 44.48630 (251.1) 25.~~ 4 45 03 1 67!.I U 20.94454 (240, I) 25 .61787 187, I 43.$ p I Z 25 1, 1( 17.303.59 (251 I ( 47.3 1901 (21, U 27.4000ooo(251.I1I 18. 79485 (240, U 25 11 1 *, . 50982(,! . .75860 (251, 1) 30. 28 172 (25, I) -4500.0 / 25.~~3422 23.1) 2f35Z(3.U 1.36 [29, 17.83697 (128, 1) '25.67068 (251, 1( -3>10.0 / 20 ?9~~22 2'~0, 11 .10.09188 (330. 11 24.65845 (230. U 15.33892 (128, 1? (6,031543 (128,28,1) HIGH 24-HR SGROUP ET:GAS OASEED. Cl~OSE'D M0E NORM(.A OPE.ATTON (S021 ISCST Printout of S02 GLC during Normal Operation of RPPP. HIHESIT 2%-HOUR AVERAGE CONCENTRATION (MICROGRArS/CUBIC METER) I FROM ALL SOURCES I F ,OR THE RECEPTOR GRID s MAXIMUM VALUE EQUALS 85.99893 AND OCCURRED AT .0, 3000.0) : -AXIC / I-AXIS !METERS) ETERS) / 5000.0 5000.0 / 37.82810 (200, 1) 4500.0 / 58.86396 (200, 1) 4000.0 ! 70.55860 (200, 1) 7C50A0.A 5I .41287 (200, 1) 3000.0 / 45.29737 (165, 1) 2500.0 / 37.0B342 (165, 1) 2000.0 / 25.46173 (165, 1) 1500.0 / 23.97711 (218, 1) 1000.0 / 38.07463 (219, 1) 500.0 / 38.12054 f202, 1) .0 / 53.31996 (172, 1) -500.0 / 39.22516 (220, 1) -1000.0 / 24.70977 (220, 1) -1500.0 / 27.87770 ( 87. 1) -2000.0 / 27.19459 ( 87, 1) -'500.0 / 16.62098 ( 87, 1) -3000.0 / 17.25097 (167, 1) -3500.0 / 31.06473 (251. 1) -4000.0 / 38.22960 (251, 1) -4500.0 / 33.22993 (251. 1) -5000.0 / 22.94579 (251, 1) 2ND Hlr 24-HR SGROUP: t" EGAT: GAS BASED, CLOSED MODE NORMAL OPERATION (S02) tS5 -:SECOND HIGHEST 24-HOUR AVERAGE CONCENTPATIhN HMICROGRAMS/CUBIC-METER) - ' -- FROM ALL SOURCES S s FOR THE RECEPTOR GRID t ? MAXIMUM VALUE EQUALS 76.49580 AND OCCURRED AT ( .0, 2500.0) 5 1-16 ISCST Printout of NO2 GLC during Normal Operation of RPPP. SGRDUP4 -X 2 .rr :. 7 . . A. ... GR D . . -, - 4NO 1 :RSf .:T0: 4000.0: C. . & . I ......... ,.S ½..7E.31 5 . . !. . v . w .f~ ~ ~ ~~~~~~ 5 ) - - -- - - - - - -4500.-0-- - --00 ---0.0- -357 -300-0.0 --- --- -2500.0--2000.0- 150. -100-.1 500''' ..8vv03375 1.2171654 I 7UP *~ ~ ~ ~ ~~~~ ~ ~~~~~~~~ .t j -, A ;A AQt t,C'r i ,:. .~ F4~ ,0A nill ¶00 _'a .,- ,, MC' 'T2 4 9' 5 66.4252 1.181478 1.5273: ,~~~~~~~~~~~~~~~~~~~~ 5> '02M> .;ieNG .i 7! 5'"- 'tCCi 81 It *~~~~~~~~~4 2r 4 31 -2 tQ GRI -~ ,C ' 2!o7 ._A't .31 .. . 5;' .'^1°' 018.9 !.033-5 1.2171 1.!C, 'fi:l . . 1;fl. "i'5. '3!07? ''''O 66^.6 9J252 1.963678 !58?8- >5t;.01 C, t .-:-7 s:tr ^^548- . ',87F "j 35337 .50771 .77277 1.157: 1 0 0 Q .^ ; z d ?07 ; . ! O.' A.1 .!?'At 2 2''2 .5' ' ;! 18270 .36564. .5 '0 8 65 ; )A 7- -; - i!;- .'8'!. .. ~~~~~~~~~~~~ ~~; . .!6:.^, ii7$6 .''$1? ^OC~~~~766 20 ,,)(j,:,~~~7 Cj ,, ~ V2;! .et<'P76 C F( _ ;' w!SrS .!Ig ne^6 .5! - rI'iiO3 .f ,^.7E, .G33il6 ,j'.?'t 5735. .4~~~~~~~~~8309 . c7- i5, 11 -5 - r~~~~~~~~~~~~~~~~~~~~~~~~~; ^C .5 7' ) 7 . :1 t r c Z 3 .5-1.410v 6 57v!w$9.7i !1^ 7. C .f;'n .4 1Rirj7 C . S 11r .v4 . S334! .4 Z5 4533 .5e 77 . 4?5; M, .4125t 3 1 6 1~~~~~~~~~~~~~~~~~~.2 C Z 86Z ~~~~~~~~~~qWs~i. 45964ji - 0 : ' .1.5'- ',i? 1^>^^l ~~.55s0 .5? 1 .47062i .38311 .27515 .±70 -3JO1 4TAA .i<45'i.7 .i ?. 3 .iNjj$7jL A^97i.. rs5?c .5O^034657; 98325 .79918 . -v.b . i4± . d .5145 .5343 1.53341 . 3 .6vi-136 .532' A,St . '7A7 518t9- cl.ii .?605Z04 i5i?: .94667 .7742 4 .57596 49 -' , A-i, 5 .62c9233"!iv --' ol*c .86324;w .26475 .34596 .6tO "¶7 .10!,1 , , t$5C!I .75I 5' .S2i6.3 .63742 .833 !75 1.0046 .9832 .79918 .573 -5000.0 5 .64500 .~~~~~75257 .82823 .9 11,0 353.69532 .1 343' .4255 AL3: 365 DL SI-RC 1-17 ISCST Printout of NO2 GLC during Normal Operation of RPPP. z :6-DAY A!'RAG-: P T I1 O G NTRATTCCN I E IETER) * : FRQ; ALIL SOUPRC-E ,-7 T IF ~E'rTc _' 5tt;lI [l ¶\XRIMUM VAl'uE EaU. c .64.'7 AN3 OCCURRED d, !0' 4Q00.0 iAXIS I x-AXTS IMETERS) T8R3) ! -500.0 .0 500.' 1000.0 !500.0 2000.0 2500.0 300 .0 5 Y., 0 2.16662 2.50577 2I I.3223 2 i 1.8 1.622 12 1.61792 1.641 15 45346 i.1457E sQC'.O / 2.12.79 2.59302 2 .31.92772 1.72590 1.76162 1.64822 1.3576' I .CISbC .0QQ.0 / 2.19744 2.64387 2.4542 1. 99237 1.85962 1.82410 I.58223 1.20642 .9663q 00oo.0 1 2.13999 2.62331 2A631. 2.073?91 1.4804 1.79060l 1.43272 I.09848 1.0426 J3000.0 / 2.01528 2.48594 2.3956C 2.03887 1.89953 .64360 1.25121 1.11969 1. 08453 2500.0 / 1.7639R 2.17470 2.1E21- 1.87577 1.70775 1.32526 1.17411 1.1170? i .005 1000.0 I 3.34036 1.64592 1.7443) 1.45373 .7078 1.15692 1.098n .92509° .Io010 SQ0.0 / .79048 .98.23 1.0677: .99304 .96655 .95940 .87260 .705v8 .55520 1000.0 ! .37367 .50285 .579: .52739 .62561 .1 972 454QC .47957 .447SE 500.0 / .02230 .05092 .12102 .29541 .34638 .43631 .52805 .592G7 .6341 .0 .01953 .00796 .107Th .28249 .48019 .62856 .76939 .861 60 .91296 500 . O .074 67 *00563 .033! .0976.3 .17657 .27359 .37581 .4 5886 .52033 :00 0.0 .21905 .14642 .0875 .07304 .09308 .12261 .15261 .12592 .2175C 500. 0 / .31911 .22010 .1457? .1 917 .10805 .11 e76 .12091 . ' 2340 .1 3291 2000.0 | 38622 .29159 .1879-6 .!3103 .12397 .11172 .11985 .11315 .10441 2500.0 I .44496 .34734 .2 131 .14225 .12924 .11877 .11290 .It002 .1037 3000.0 ! .47808 .36676 .22166 .14463 212824 .12024 .10746 10250 .098s2 -500.0 ! .48166 .36072 .22012E .14143 .12387 .11930 .10745 .05.41 .0I12- /OO. .46377 .344190 .213'' .1364E .11678 .1!472 .102 51 V.046 ,0Q4: -4500 / . 41.44 .31844 .20C4 .101-42 .10835 .10852 I10. 5E6 .09685 .08311 v00.0 I .10140 .29493 .195137 .1264 .10118 i.0022 .10191 .09644 .08608 T' -DAY 365 DAhY SGROUPt EGAT: GAS BASED. CLOSED MODE . H02 20% Of THE En!SSIOHE ttt I-18 Cu I. 4..,~O L~1I 1 Z Cia C-, I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .C- V , , . . . . . . . 1~~~ c;C ISCST Printout of NO2 GLC during Normal Operation of RPPP. HIGHEST 1-HOUR AVERAGE CONCENTRATION (MICROGRAr.S/CUBIC METER) ± FRO" ALL SOURCES :OP THcE ECEPTOR GRID MAXIMUM VALUE iQUA!S 142.51287C AND OsCCURRED AT ! 150.Q0, .0) * .YI8 , i-AXIS )METEPSN FRS) / -5000.0 -4500.0 -4000.0 -3rlr.0 -3000.0 )OO0.0 I 49.19753 (62,14) 57.11796 (62,14) 55.35483 7 6,14) 52.46922 (153,15) 59.479C09 1153,15) 5060.0 / 42.29220 (198.15) 4. 19565 (62,14) 54.83390 62,14) 50.36694 ) 6.2,14) 51.25517 (153,45) 1000.0 / 47.85739 (101.13) 44.60580 (101,13) 44.50362 ( 62,14) 49.29195 (62,14) 46.84624 (140,14) 500.0 39.11229 ( 26,17) 49.70083 (101,13) 47.91722 (101,13) 45.92032 (140,13) 51.71479 1140,.13) ,000.0 49.02502 (113,13) 40.11802 ( 63,12) 49.06209 (14,12) 52.34661 (148,12) 52.14476 (1I4,13) '500Q.0 46.67344 (280,13) 52.29q02 (280,13) 49.76445 ( 63,12) 51.24952 (148,12) 56.79075 114Z,12) 2000.0 / 4?.73175 (4T,16) 45.23191 (43,16) 57.07773 !63,12) 57.713S2 (135,11) 51.26421 )19 ,1 ) 1500.0 / 50.28584 (43,17) 52.27296 4 43.17) 56.92247 (4 3,17) 52.12510 (220,11) 61.74007 (26 ,15) 000.0 / 53.67564 (254,17) 53.56209 (168,14) 51.89r27 (168,14) 57.32441 ( 6,11) 6289395 ( 6,11) 500.0 / 47.v2656 (168.14) 54.59546 (168,14) 60.99158 (168,14) 66.20382 (316,13) 74.02575 (168,151 .0 / 61.21027 (11,16) 64 .55917 ( 11.16) 66 6.60519 (364,16) 68.82226 (363,13) 75.08748 (312,14) -500.0 , 53.13464 ( 90.12) '60.63299 ( 9,12) 69.94080 ( 99,12) 31.37511 99,12) .000.0 57.1142 (314,14! 53.96458 (99,12) . 3 315, 9 7?.4137 6 1, 9) 9 52724 (315, ) 1500.0 / 711679 (315. 9) 64. 6022 (715, 9) 70.87390 (315, 9) 73.37s08 (315, 9) 22.82487 )6.1'.7 '00 00 / s6 8356 (315, 9) 57.01671 (315, 9) ,.29085 (286,13) 72.53692 ()86,13) 71.91S25 (286,33) 2500.0 I .7 5161 (286.1) 59 .1255 1286.13) -. 39638 (286,13) 56.69053 (286 .13) 56.92460 (289,11) 300.0 O 61 494 (286,13) 51.618S71 (286,13) . .9865 6 ).33,16,) 52.23062 (29, 11 ) 48.20408 (278,15) 500.0 ! J , v. 50 (286.17) I 0.b 664 (334 .12 ! 2.75577 (3 74 , 1 2 ) 4.9, , ? 513v 52.3844 (3 ' 1') 1000 . '.!7541 (3J4,12) 2 4S.?06 (Z33412) -S.576 3 1.13) 51.15581 (315 53! ) 59.1777v5 1 37,1) :500S.0 / 46.19792 (1'.11 ) I095K202 (315.1) 4'0O62 (315,121 4;.20Q96P 314,i0) 6 Q.00935 (314 .o) 1030.0 .39.40258 (30. 8) 4J.53112 ( 30, 82 45.20781 (315,17) 54.4 44189 (14,10) 61.69010 (314.10) HGi S GR C U 1 O O T: C A ' BAS4E. CLOS J DE . N 02 20% OF TH E V1 SS IDN5 ISCST Printout of NO2 GLC during Normal Operation of RPPP. VA--s'--' 4. A'rAT ..TC-erl -00. 7 t15 1.84856' )130,) 60.264:5 ¶54,13) Cl C' 44.7 If ~~~~~~~~~~~ C- l.C 'I Q I C4'jC*2~~~~~~~~~~~~~77; (¶ I7Z ',C A7I7 ' C V - ~~~~ ~~~II 6:~~~~~4C24r' I.( 1 I lIAto'444 C~7'?2 (169,63) 0A 7 ( C I' ~~~54 n~~~141 'C 6Z'74 ('' '' %.4 n01t04 (169,13 7 73.71515 C 54,2 64.434 ~1' ' '~1' 7833(6,3 76.13504 ) 4,13z) CA 'COC,, "A I ' -'~~~~~~ fl 40,1(j. U' 2.3 r 77~(4 .) 4 '' l IC~~~~~~~~C 7Cnt CI 4 U' '7.23:,15 '4.12 57324 1 3 I Q ' .1 4 ~~~~~~~~~~~ IC ~~~~ 5.1s203 (315,111 58.70155) 14,13)~~~~~~~~~3 7-' 4 I1 .Zq 7 ' lc "''' r'"" ' .W '.30 34. 10 .2320 SS 1:1 ' r- --. ... --""3 '-I'., Cl' .44'. "7 2451314 'II 9 2.6c5124 (314, 7 O.. 2 -~ .-. . I <53 11,~' 7 44''' '.''' 4 '1 24.0 0.9515 (3.1 4 ) 60.33374 (314, '37 C"41 171 '' 47 CI 'U ' '--I. '"I I~~~~~~~~~~~~~~~~~~~~~' 47~~~~~0 '; 4 '' 65:395 31, 9 4.33 (71 4 C T 5 SO 7 ( T! SOO. ~V ~ -' -z; p-,HE -MTSSIONS 5 1-21 ISCST Printout of NO2 GLC during Normal Operation of RPPP. t HIGHEST !-H08f .'."OE CC'CEN'TPRTiN CICROGRAMS/C-Ic t.ETER t S T'. D IE R L'EOEPTOR GPRIP ' MA0XI1UM VALUE EQAc9v 14.52"70 AHn OCCURRED AT i S1o5.0, Vt y1 r ,. v y-AX3. * TERS) 1TERV / .0 50v.0 1000.0 150. O. ' 5000,0. / 67.297.s9 54.13) 56.43508 It4.) 51.43748 1169,14) 60.73323 (I14,15) 60.38462 184 .15; so.o / 72.46317 54,13) 59 25404 ( 54,131 56.02215 (184 ,1) 67.32365 (184,15) 60.76251 I184,151 400^.0 I 78.46198 ( 54,13) 62.24426( 54,2) 66.02555 1184,15) 72.88433 (184,I5 57.85982 (164,15) 3500.0 / 85.47189 ( 54.13) 66.47221 (2 69,1I 77. 273373 (184,15) 75.82659 (184,15) 56.04641 (147,15) 3000.0 / 93.69476 54,13) 73.S3934 (169,14) 8s.76077 1184,15) 73.68737 (184,15) 59 .56374 (132,11) 2500.0 / 1C0,.-2?780 (54.13) 81.72724 )(li.1- !) 9 9.54704 (184,15) 63.26765 (18415) 75.7025 (132,111 2000.0C I 114. 4 740 ( 54,13) 100.31870 (184 .15) 102.02220 (184,15 86.49488 (132,11) 1 . 8671 (147,14) 1500.0 I 11S.55420 ( 54,3) 116 .90480 (18445) 93. 29517 (132 11) 99. 0704 (147,14 98D. 516FZ 147.14) 0o0o, / 86.e5527 ( 77,12) 95.98882 (121.13) 118.79160 (132,11) 118.66900 (147,14) 74.48360 (261,12) 500.0 / 27.87973 (177,13) 47.92336 (261,132 107.99680 (261,12) 9 9 .51871 (205.11) 68 . 2979 (H2E,!3 .0 / 7.72414 (121, 1) 49.38252 (121.1;) 103.01280 (121,11) 14S.52870 (120,12) 127.64470 (12X,12) -500.0 t 16.22880 (199,11) 42.43577 (199 .1) 99.15385 (199,11) 88.62360 (209,12) 88.45589 (209,12) -1000.0 / 84.72050 (312,13) 75.47847 (271,13) 90.72103 (256,11) 70.78672 (199,12) 61.8950S (190,12) -1500.0 / 95.37848 (314, 9) 110.42830 (316,10, 82.20088 (316,10) 67.29536 (256,11) 59. 20S07 (2l1,15) -2000.0 / 79.69711 (316, 9) 94.09509 (3164.1) ?5.02715 (316,10) 60.65810 (256,11) 55.S 27) (16i ,11) -2500.0 72.19638 (316, 9) 77.3681 1 (316,10) 92.12103 (316,10) 59.05560 (316,10) 56.74360 (1,13 9) -3000.0 / 6,.61757 (316, 9) 62.66179 1316,10) 83.63519 (316,10) 68.89097 (316,10) 49. j5900 2280,15) -3s50C. / 0 Cq4007 (316, 9) 51.07483 (362L.3) 7 .32626 (316, 10 71.20560 7316,10) 53.1263S (280.15) -4000.0 / 55.066,? (316, 9) 47. 54616 1362,1 63.04318 (316,1Q0 6S.78969 (31 ,10) 54 .60s69 (.'ii,10) -4500. 0 / 50.87749 ('16, 9) 42.5S5022 (362,17) 53..7940 (316, 10 63.83065 (316,10) 57.19343 (713 1 ) -5000.0/ 47.26043 1316, 9) Z9.44520 1316, 4 S..55769 (316,10) 5 7.312 (316,10) 57.04203 7316,10) HIG8 1-HR. *t EGAT: GAS BASED, C''SED .3DE , N102 20t OF THE E.ISS0NS ttS T-22 ISCST Printout of N02 GLC during Normal Operation of Ripp. A CP,94 1! IZ,- C r: c IAXLIIJII. VA, "IC 'Qlllr-. 0 1 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fIQ 48.38022 (118, I 4 S 4 83 1 4 7 . cE . 1731'. 157 .1 1 7 .4 CI.T76' I7 5 S. K 584 14 49, 1 53 2.4 14 55, 1 1 4 147. 1 41 (16S.17 .693"Z ( 168 . 1 7 f 2H .2 45.7600c, ('268 , I 0 r s0.7SS2.5 `2 . I 51, 1676; 2-1I 5 4 . 2 1 2 .If., 11 0 1 2"I R , 5 7 1t4?c -,)S 1,1 SM IC.-I It 110 12 1 i05. 799` 11 74 7 51 1 2'Cl , I 0 C-,.' 5 4 0 I 63.270E r"c, , I I 5c."40P I 20 52.19547 (120,12) i 6 56.87743 1 7 to 7 . .RI cl I P, 5 -44 2 -T 53. S23Z5 S 5!; qc .57066 2C,1 48.57'71 .9 7 9 1, 4 7 . 5' iZ 4. !A.It P079 ;:S' .14 4!.74.20 ::C 50 1 96 ?S:. 4Z.5159c, '41 3 C C r f -2 I 40 1 190 . 1 3' .112143 "251,14) 46.03ill (167, 8) 42.38727 2':', 37A74223 5 1 C 1 4-oq flon 4 1 . 38 1 54 (257 2- SGRR 1-23 ISCST Prirntout of NO2 GLC during Nora Opertion of RPPP. : H!GHES' JrF tionPoGE CfNCEhVr:CR00Ra,!CUEIC RETER ± FRD, A1. 5'SUPUE ' FnR THE REr DTOR GPID I t M4I1fuM UA.JLUE EQUkls 149.52870 AN.. OCCURRED ,T ( !500.0, ) i-AXIS I X-A;IS )YETERS) METERS) ! 5000. 5000.0 / 49.70'230 165.13) 4500.0 / 58.74901 (1 57,11) 4000.0 / 59.11216 (157,11) 7500.0 / 47.99852 ( 165 ! ) 7°°0.0 / 57.99126 (165,11) 2500.0 ' 50.63713 (165,11) 2000.0 / 52.85922 1250,15) 1500.0Q / 46.22548 (250,15) 1000.0 55.74001 (171,12) 500.0 I 48.25706 (120,12) o / 60.10313 (202,16) -500.0 / 49.1742q (120,12) -1000.0 / 58,14470 (173,16) -1500.0 48.1145 ( 87, 9) -2000.0 / 52.08443 (258,15) -2500.0 / 38.19875 (181, 8) -3000.0 / 48.79562 (181, 8) -3500.0 / 33.95358 (181, 8) -4000.0 / 43,94188 (251,10) -4500.0 / 43.43780 (251,10) -5000.0 / 30.87735 (251,10) 2ND ss EGAT: GAS BASED, CLOSED .1DDE . .N02 23 OF THE EM/SSI0NS ttS I SECOND HIGCHEST 1-HOUR AVERAGE CONCENTRATTON (MICROGRAMS'CU8BIC METER) t I FRO.¶ ALn SOURCES I FOR THE RECEPTOR CRID± MAXIMUMi !;ILUE EQUALS 142.08400 AND OCCURRED AT ( 1500.0, .01 I 1-24 ISCST Printout of SO2 during Abnormal Operation No.1 of RPPP .;C5i VERSION 80339) AN AIR OUITY D1SPERSION MOSEL iN ,EtT!OH 3. MODELS PROPOSED iEP80 FOR 81 t8iD. I..i. IN UNAOAP (VERSION 4) DEC B0 PROGRAN UPOATED TO VERSION 5 1tt E6hT: GAS BASED, CLOSED MODE 0P.3h?hh OPERATION 00.1 (S02) tH0 0EST 1-HOUR AVERAGE CONCEhT RA8180 (IsCROGRAmNS/EOIC METER) t FROM ALL SOURCES I I FOR THE PECEPTOR GRID ' t MAXIMUM VALUE EOUALS 1629.48900 A8D OCCURRED AT -500.0. -1300.0) t -8XIS 'Y-0X0 (KETERS) !MET10 )/ -5000.0 *4500.0 -4000.0 -3500.0 -3000.0 5000.03 386,36310 ( 62,14) 521.27890 62,14) 59i.iO710 62,14) S;1.06s10 (2,14) 503.21710 '153,15) 4500.0 / 418.15870 (!98,15) 396.16010 (26,171 521.96730 (62,14) 581.22800 (62,14) 483.81410 (62,14) 4000.0/ 423.24480 (198,15) 498.64100 (198,15) 442.22300 (26,11) S13.16810) 62,14) 537.298701 62,14) 3500;0! 372424290 (10313) 420. 51750 (26.17) 5104.'530 (101.!2) 480.64040 26,17) 487.61210 '140,12) 3000.0 / W9t.20190 (113,13) 462.84600 (113,13) 426."1300 ( 26.1j7 536.38870 ( 5,12) 536.26060 (148,11) 2.'500 ,/ 371.92350 (43,16) 467.80400 (113,13) 51'2.i240) 63,11) 493.17250( 63,11) 5713.82090 (140,11) 2000.0 / 504.5;620 (43,16) 502.88250 (43,16) 44t.'6050 (43,16) 5.oto8580 (63,11) 605.38090 1135,31) 1500 .0 ! 446.G010 ( 43,16) 523.J4540 (43,1t) 5 I866650 ( 43,16) 56 .77100 (2B0,I0j 510.78290 (280.10) 1000.0 / 525.10430 (254,12) 515.02720 (168.14 53'.23340 (168,14) 4 a. 3500 (168,14) 593.87630 ( 3,12) 500.0 / 431.70050 (254,12) 469.02040 (168,14) 544.77870 (168,14) 617.03690 (168.14) 660.53430 (168,14) .0 5 4'.35140 i138,15) SE8.73160 (275,12) 586A0.i80 ( 9,17) 624.57560 (155, 8) 674.92990 (363,12) -300.0 / 4.23.9720 (315, 7) 468.31400 (99,3) 52F.:0500 (990,11) 604.40720 ( 99,11) 696.'5240 (99,11) -000.0 i 514.60920 (315, 7) 500.81810 (300.12) 525.32420 (315, 8) 645.80770 (315, 8) 787.62990 1315, 8) -0SOO.0 / 498.72790 (331. 8) 570.31010 (315, 8) 64t.26450 (315, 1) 693.46280 (315, 0) 701.85700 1315, a) -2000.0 / 528.32210 (31S, 8) 547.78770 (315, 8) 544.10540 (206,12) 654.21790 (286,12) 720.97920 (286,12) -2500.0 j 4SS.WA920 (286,12) 531.01840 (286,12) ... SE5. 40270 (286,12) 591.23130 (286,12) 555.86670 (289,10) -3000 .0 / 491.90840 (286,12) 509.77900 (286,12) 485.79000 (286,12) 505.34290 (289,10) 518.60240 (289,10) -3500.1 / 440.27130 (286,12) 441.33650 (113,11) .6.737740 (334,11) 441.42010 (289,10) 530.50990 (315,12) -4000.0 / 466.0704G (113,11) 502.34680 (113.11) 45!7:320 1113,11) 471.94790 (315,12) 544.05580 (315,12) 4500 . 0 495.34090 (1113,11) 44 6.34950 (113,111 436.2.120 i 9,16) 501.05420 (315,12) 532.64540 (314, 9) -S000.0 / 431.61110 (113,11) 419.70410 ( 30, 80 480.48850 ( 9,16) 45.14960 (314, 9) 570.88010 (314, 9) H10G 1-HR SGROUPI I ttt EUAI: GAS B00E0, CLOSED NODE AS0OPMAL OPERATION 80.1 (S02) 1-25 ISCST Printout of SO2 during Abnormal Operation No.1 of RPPP ' H18.'^! .-0O0J 001.7R01 5079NT47300 (5CR P i/CUBI^ EE.71) FR O ALL J955UBG S FOP HE QEtE7PTDR GRID 0A10.` Y05 Vh.! AU' !29,49800, 43 OCCGURRED A' -50Q.0, -1500.0 .-y,15 1 0-4XIS (I1ET01 - - - - - - - - - -- ---.- --0-,- -1 0 - o 200 -0.0 -IOOQ.O -00-.0 - Q100.0 / 61E.93130 1153,15) 419.80800 (169,12) 530.08900 (256,153 529.05220 (230,24) S8B.3 1180 (230,14) . t)Q0 5 i 84.40350 iS53,1!) 518. !.I (110.i3) "57.90100(!69,2) 524.31040 (169,12) 606.0685Q (.30,'3) dOQOC. / '1'1,6890 (140,13) 593.40250 (140,13) 573.90600 6 69,12) 613,61120 (169,12) 620 .7830 (130,13) 3'00Q.0 530.5.9300 140 ,12) 623.14290 140,13) 644.03711 (140,13) 700.79070 (169,12) 632.84290 (124,15) 3?Q0.0 Q! 565,15610 240,12) '95.°9730 (240,12` 752.E1070 40, 13 i 760.008560 !169.12) 103.22 190 i!9,162) :00.0," 600.14920 (40.11) '.A12.4014Q !140,12! 752.326d0 !1401.3) 858,35710 (140,13) 901.1263Q0 fT9,12) ^.-'.0 G ,' , .10140 ,14) 7.1. 1020.3i700 (140.13) 1103.27900 ,i69.12. 20O.0 i, 654.i3320 (26,i5) 6'2. o5Q , 26, 15) 66i.62210 (240, :? P274.13800 (140,'2) 1303.53300 (340,13) ;. ; 2,701:3 3.1.i oi 67.531 63 i3) 711G.83I00 3,14i G00.5735; i141,12) 1311.14000 i140,1Qi Q. !:~.'20 :O 58,15) o96".4805; /16b.i5) 71'.;100 34.12i 857.79390 54,12) 1153.G6800 54,12) .0 / 70i.'5610 7318,13) 743.74600 f275,13) 931.01.250 t27,13) 1301.64800 (317,11) 705.56140 !12,12) -.'00.0 1 &0i.4!'50 ( 99,11) 929.1610 (I 99,12) i312.24700 (315, 3) 1494.62500 (315, 8) 11174.20500 ( i4.i3) ?O.O 0/ 931.020'G t(3i, 8) 1001,19109 (315, 8) 1260.2100 (286.12) 1131,86900 (286,12) 1232.90500 1294,12) + Cin Q .58.3S5600 (206,n1) 922.1950O (2002) 70i1`1 (206,12) 1064.99900 (314, 9) 1629.48900 ('314, 9) - t 685. 727i . 0 o,i2) 6. 5.JJ°80 |, l l,S I10.30' 3i4, 9_ 1.D i'8S.06 1 00 (314, 9) 2009.31600 (3i4, 9) ~: nu ) ~ i0A i0 '.82.-0AOC .'8',iO) 013 05;Q'C .209,1) 93'. '1Q '312i, 9) .... IQ3Q108.98800 (314, 9) 802.1068Q (321 8) -:^?CC,'50, 1 .2",14) '':.'-310 936.G3260 ",! 7 9 (314, 9) 7P3.42030 i314, 8J / p. 30i0. 2 '"° '3C:5.i^' 714:. ?21 3.IO . 9? :11.01100 314, 97 576. 5590 (312, 7) i30.9S7:G 31 4 8) 'ArOC.S 1' '44.1 ( '! 28O 14,9 .) 741.32S?90 {74, 641.al02 3124,P 509. 4090 (32, 7) 669.28440 (314,) - no . ot2.531 9) .9 46 . 31I0 (3i14, 9) 512,1.29750 (314, 8) 608.59410 (314, 3) _5P,, ,! ... ~-. ;:ff . 4l i4:.'9 o; Q 303,15 505.03060 (314, 8) 553.05230 (314, 3) i-HR S6ROUPI 1 11AT: CCS i;3;., 031 0833 ABINORMAl , OPERATIOO h1 (S02) 1-26 ISCST Printout of SO, dt-ring Abnormal Operation No.1 of RPPP 2 H!tHES l-H'Uf 'i'RhtE ONCE iR ION T (!ROG hS/L' E. I EER! tR ApO hL!SOUP.ES FOR 14E R CE"T ^,3 : ID '.' '^2 .0 'Q0.G ~~~~~ ~ ~ ~~~~~ ~ ~ ~~~1000.0 lSOO.O OQ. - - - - - - - -- - .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.!t. 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