TDRI Quarterly Review, àÅèÁ·Õè 20Thailand Development Research Institute, 2005 |
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˹éÒ 22
... peak floods , cusec Table 1 Predicted Annual Maximum Flows at KST Dam Site. FLOOD FREQUENCY ANALYSIS The occurrence of floods , from which damages are estimated by association with the peak flow rates , cannot be predicted with certainty .
... peak floods , cusec Table 1 Predicted Annual Maximum Flows at KST Dam Site. FLOOD FREQUENCY ANALYSIS The occurrence of floods , from which damages are estimated by association with the peak flow rates , cannot be predicted with certainty .
˹éÒ 23
... peak discharge equalling or exceeding a 20 - year flood is evaluated at 92.31 percent , for a 100 - year flood 39.5 percent , and for a 1000 - year flood 4.88 percent . The formula evaluates the risk of a flood of specific return period ...
... peak discharge equalling or exceeding a 20 - year flood is evaluated at 92.31 percent , for a 100 - year flood 39.5 percent , and for a 1000 - year flood 4.88 percent . The formula evaluates the risk of a flood of specific return period ...
˹éÒ 24
... peak flow data series at the KST dam site , but instead based the flood frequency analysis on 1960-1996 reconstructed records of peak flows at eight gauging stations downstream on the Yom river , only two of which were sited in Phrae.21 ...
... peak flow data series at the KST dam site , but instead based the flood frequency analysis on 1960-1996 reconstructed records of peak flows at eight gauging stations downstream on the Yom river , only two of which were sited in Phrae.21 ...
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