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Urban Flood Water Management Systems in Semi-Arid Regions:Model Extension,Design and Application.

机译:半干旱地区城市洪水管理系统:模型扩展,设计与应用。

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A non-linear reservoir model is used to represent the rainfall-runoff relationships for thunderstorms on the urban watersheds of Tucson,Arizona. Two types of computer programs are developed: A calibration program to obtain a best-fit calculated hydrograph;and a verification program to generate storm hydrographs given the watershed characteristics and a hyetograph. Calibration reveals the relationship of the model parameters,namely, (f) the inflow coefficient, (a) the constant coefficient,and (TL) the time lag,to the total rainfall,drainage area,channel length,and infiltration capacity of the watershed. The average discrepancy between the predicted hydrograph and the actual hydrograph for Tucson urban watersheds is 20-25percent. (Portions of this document are not fully legible)

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