TDRI Quarterly Review, เล่มที่ 20Thailand Development Research Institute, 2005 |
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หน้า 22
... per second ( m3 / sec ) occurring once over an interval of one hundred years ( a 100 - year flood ) and a probabilistic flow of 3,800 m3 / sec once in a thousand years ( a 1000 - year flood ) . The actual maximum peak flood discharge in ...
... per second ( m3 / sec ) occurring once over an interval of one hundred years ( a 100 - year flood ) and a probabilistic flow of 3,800 m3 / sec once in a thousand years ( a 1000 - year flood ) . The actual maximum peak flood discharge in ...
หน้า 23
... per Second Lognormal Distribution Table 2 Summary of Simulation Results in ... sec at Phrae township " at a distance of over 90 kilometers downstream from ... m3 / sec peak flow in Phrae township , 16 and on the smaller flood of 1996 ...
... per Second Lognormal Distribution Table 2 Summary of Simulation Results in ... sec at Phrae township " at a distance of over 90 kilometers downstream from ... m3 / sec peak flow in Phrae township , 16 and on the smaller flood of 1996 ...
หน้า 26
... m3 / sec for 1995 and 1,131.54 m3 / sec for 1996 are used to extend the series for the simulation trials , results of which are shown in Tables 2 and 3 . ENDNOTES 2 3 4 5 A Re - Examination of the Feasibility of Kaeng Sua Ten Project ...
... m3 / sec for 1995 and 1,131.54 m3 / sec for 1996 are used to extend the series for the simulation trials , results of which are shown in Tables 2 and 3 . ENDNOTES 2 3 4 5 A Re - Examination of the Feasibility of Kaeng Sua Ten Project ...
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