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Comparison of Flood Routing by Muskingum and Muskingum-Cunge Methods in Section of Lighvan River

机译:利格万河段马斯金格姆与马斯金格姆-库格方法的洪水演进比较

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Discharge routing as a mathematic process to forecast the changes of greatness, speed and form of flood wave is function of time in one or more points along drainage, canal or reservoir. Hydrologic and hydraulic methods are used to accomplish the flood routing. Although hydrologic method is less accurate than hydraulic methods but it is simpler to use in flood control and designing works with acceptable confidence. This study has been conducted for flood routing in Lighvan River from Lighvam hydrometric station to Hervy hydrometric station in eastern Azerbaijan Province in a distance the 12 Km. The discharge for different return periods (2, 10, 20, 50 and 100 years) was calculated by using upstream stations data. Then routing of every flood discharge was studied with different return periods by Muskingum and Muskingum-Cunge methods. Results showed significant difference between calculated discharges routing by two methods with discharge values to relate that return period in Hervy hydrometric station. The reasons of exist this different, is numerous for example mountain location this area and to exist sub drainage in between two stations and etc.
机译:排洪流作为预测洪水波的强度,速度和形式变化的数学过程,是沿排水,运河或水库一个或多个点的时间的函数。使用水文和水力方法来完成洪水泛洪。尽管水文方法不如水力方法准确,但在防洪和设计工作中使用起来更容易,并且可以接受。这项研究是针对利格文河从利格姆水文站到阿塞拜疆省东部的赫维水文站的洪水路由而进行的,路由距离为12公里。通过使用上游站数据计算出不同返回期(2、10、20、50和100年)的流量。然后,通过Muskingum和Muskingum-Cunge方法研究了具有不同返回期的每条洪水的排放路线。结果表明,两种方法计算出的排放路线之间存在显着差异,两种方法的排放值与Hervy水文站的返回时间有关。存在这种不同的原因,例如在该地区的山区和两个站点之间存在分排水等众多。

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