| Autor: |
Shen, Hsieh Wen, John Koch, Gregory, Obeysekera, Jayantha T. B., Shen, Hsieh Wen, John Koch, Gregory, Obeysekera, Jayantha T. B. |
| Zdroj: |
Journal of Hydraulic Engineering; April 1990, Vol. 116 Issue: 4 p494-514, 21p |
| Abstrakt: |
Hydrographs and floodfrequency distributions are often required for hydrologic and hydraulic analysis of small ungauged basins. Due to the lack of runoff data, a numerical model to relate rainfall with runoff cannot be used without appropriate calibration. Thus, it would be extremely useful to obtain critical elements of hydrograph and floodpeak distribution for small ungauged basins from rainfall and basin characteristics. In this study, simple expressions are developed to express the time of concentration, time to peak, and peak flows as functions of basin and storm characteristics for small basins, based on results obtained from a specially derived kinematic wave rainfallrunoff model. Following the approach presented in several classic papers by Eagleson, the distribution of flood peaks is derived. These floodpeak distributions are based on the assumptions that the arrival of storm events can be modeled by a Poisson process, and that the relationship as derived from this study expressing peak flow as a function of rainfall and basin characteristics is valid. The derived floodfrequency distributions are applied to several contrived basins with various storm and basin characteristics. The sensitivities of these parameters on floodfrequency distribution are also investigated. |
| Databáze: |
Supplemental Index |
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