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Application of Clark’s Synthetic Unit Hydrograph Method with GIS for two Basins in Turkey

机译:GIS的Clark综合单元水位法与GIS在土耳其两个盆地中的应用

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Determination of unit hydrographs for the basins is very important for the design of hydraulic structures. Unit hydrograph of a basin is derived from observed rainfall-runoff data of the storms, but if no observed data are available, it is obtained by using synthetic unit hydrograph methods. In this study, Clark’s synthetic unit hydrograph technique, is used together with Geographical Information Systems, where estimation of three parameters of the original methodology is required. Time of concentration is derived from SCS lag equation, reservoir storage coefficient from an observed storm hydrograph, and the time-area histogram from the digital elevation model of the basin. Then, by applying a unit excess rainfall over the basin, the translation hydrograph is derived from time-area graph. After performing a linear reservoir routing, the translation hydrograph is routed to the basin outlet and the Instantaneous Unit Hydrograph of the basin is obtained. Such a study is performed for two different size basins in Turkey and the results are compared with the observed unit hydrographs of the basins
机译:确定盆地的单位水位图对于水工结构的设计非常重要。流域的单位水位图是从观测到的暴雨径流数据中得出的,但是如果没有观测到的数据,则可以使用合成单位水位图方法获得。在这项研究中,克拉克(Clark)的合成单位水位法技术与地理信息系统一起使用,需要估算原始方法的三个参数。集中时间是从SCS滞后方程,观测到的暴雨水位图得出的储层存储系数以及流域数字高程模型得出的时区直方图得出的。然后,通过在盆地上施加单位过量降雨,从时区图得出平移水文图。在执行线性储层路线之后,将平移水位图路由到盆地出口,并获得盆地的瞬时单位水位图。这项研究是针对土耳其的两个不同大小的流域进行的,并将结果与​​流域的观测单位水位图进行了比较

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