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Impacts of the eastern route of the South-to-North Water Diversion Project emergency operation on flooding and drainage in water-receiving areas: an empirical case in China

机译:南水北调应急工程东线对受水区排涝的影响:以中国为例

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The water levels of lakes along the eastern route of theSouth-to-North Water Diversion Project (ER-SNWDP) are expected to risesignificantly and subsequently affect the processes of flood control anddrainage in corresponding lake basins. However, few studies have focused onthe impacts of inter-basin water diversion on the flood control and drainageof water-receiving areas at the lake basin scale. Using MIKE software, thispaper builds a coupled hydrodynamic model to address the existing literaturegap regarding the impacts of inter-basin water diversion on the processes offlood control and drainage in a water-receiving lake basin, and it considersthe many types of hydraulic structures in the model. First, a floodsimulation model was constructed to simulate the complex movement of watertransferred by the ER-SNWDP, by waterlogging in the lakeside area aroundNansi Lake (NL), and water in NL and its tributaries. The ER-SNWDP was alsoconsidered in the model. Second, the model was calibrated and verified withmeasurement data, and the results showed that the model was efficient andpresented a Nash–Sutcliffe efficiency coefficient (NSE) between 0.65 and0.99. Third, the processes of flooding and draining in the lakeside area ofNL were simulated under different water diversion and precipitation values.Finally, the impacts of the emergency operations of the ER-SNWDP on floodcontrol and waterlogging drainage in the lakeside area of NL were analysedbased on the results from the proposed model, and some implications arepresented for the integrated management of inter-basin water diversion andaffected lakes.
机译:南水北调工程(ER-SNWDP)东部路线沿线的湖泊水位预计将显着上升,并随后影响相应湖盆的防洪和排水过程。但是,很少有研究关注流域间调水对湖泊流域尺度上的集水区的防洪和排水的影响。本文使用MIKE软件建立了一个耦合的水动力模型,以解决现有的关于跨流域调水对受水湖盆流域控制和排水过程的影响的文献空白,并考虑了模型中的多种水力结构。首先,建立了洪水模拟模型,通过对南斯湖(NL)周围湖边地区的涝灾以及NL及其支流中的水进行模拟,以模拟ER-SNWDP输水的复杂运动。该模型还考虑了ER-SNWDP。其次,对该模型进行了校准并用测量数据进行了验证,结果表明该模型是有效的,其Nash-Sutcliffe效率系数(NSE)在0.65至0.99之间。第三,模拟了不同引水量和降水量下NL湖区的排涝过程。最后,基于此分析了ER-SNWDP应急运行对NL湖区防洪排涝的影响。提出的模型的结果,以及对流域间跨流域和受影响湖泊的综合管理提出了一些启示。

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