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The use of NRCS synthetic unit hydrograph and Wackermann conceptual model in the simulation of a flood wave in an uncontrolled catchment

机译:NRCS综合单元水位图和Wackermann概念模型在非受控流域洪水波模拟中的应用

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The paper presents the results of using two models: a conceptual model of Wackermann and a NRCS-UH synthetic unit hydrograph, for flow calculation in uncontrolled catchment of the Slonka, Poland. These models were chosen because of simplicity of models' parameters evaluation, what is important from engineering calculation point of view. Flows with the probability of exceed amounting to 0.5%, 1%, 2%, 5%, 10%, 20%, and 50% and for different levels of the catchment moisture were evaluated.The flood waves generated in the Wackermann model were characterized by a short duration (over 2 hours), shorter concentration time (about 1 hour), and by about 70% higher peak flow values than those generated using the NRCS-UH method. A common feature of both methodswere higher values of peak flows for the third level of the catchment moisture, as compared to the second level. It is also worth noticing that in both methods no flood wave was generated for the probabilities of 10, 20 and 50% and for the second levelof the catchment moisture. It was assumed that hydrographs made with use Wackermann model better describe flood wave in mountain river, which Slonka is.
机译:本文介绍了使用两种模型的结果:Wackermann的概念模型和NRCS-UH合成单元水位图,用于波兰Slonka不受控制流域的流量计算。选择这些模型是因为模型的参数评估简单,从工程计算的角度来看这很重要。评估了不同集水量情况下流量超过概率分别为0.5%,1%,2%,5%,10%,20%和50%的流量.Wackermann模型中产生的洪水波被表征与使用NRCS-UH方法所产生的峰值时间相比,缩短了持续时间(超过2小时),缩短了浓缩时间(大约1小时)并且峰值流量值提高了约70%。两种方法的共同特点是,与第二级水相比,第三级集水区的峰值流量更高。还值得注意的是,在两种方法中,对于10%,20%和50%的概率以及集水区水分的第二级,都不会产生洪水波。假设使用Wackermann模型制作的水文图可以更好地描述山区河流(Slonka)中的洪水波。

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