Reservoir attenuation of floods from ungauged basins |
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| Authors: | KWAN TUN LEE CHIN-HSIN CHANG MING-SANG YANG WEI-SHENG YU |
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| Institution: | 1. Department of River and Harbor Engineering , National Ocean University , Keelung, 202, Taiwan , ROC E-mail: ktlee@mail.ntou.edu.tw;2. Computer Division , Chung Yu Junior College of Business Administration , Keelung, 202, Taiwan, ROC |
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| Abstract: | Abstract In a typical reservoir routing problem, the givens are the inflow hydrograph and reservoir characteristic functions. Flood attenuation investigations can be easily accomplished using a hydrological or hydraulic routing of the inflow hydrograph to obtain the reservoir outflow hydrograph, unless the inflow hydrograph is unavailable. Although attempts for runoff simulation have been made in ungauged basins, there is only a limited degree of success in special cases. Those approaches are, in general, not suitable for basins with a reservoir. The objective of this study is to propose a procedure for flood attenuation estimation in ungauged reservoir basins. In this study, a kinematic-wave based geomorphic IUH model was adopted. The reservoir inflow hydrograph was generated through convolution integration using the rainfall excess and basin geomorphic information. Consequently, a fourth-order Runge-Kutta method was used to route the inflow hydrograph to obtain the reservoir outflow hydrograph without the aid of recorded flow data. Flood attenuation was estimated through the analysis of the inflow and outflow hydrographs of the reservoir. An ungauged reservoir basin in southern Taiwan is presented as an example to show the applicability of the proposed analytical procedure. The analytical results provide valuable information for downstream flood control work for different return periods. |
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| Keywords: | reservoir routing kinematic-wave based GIUH Runge-Kutta method |
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