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The Discuss about Xijiang River’s Effect on Beijiang River Flood Control

机译:西江对北江防洪的影响探讨

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To reduce flood disaster for the downstream protection area, the flood-protection measures will be taken by reservoir retention or flood storage region retarding. By calculating different control plans of Feilaixia Reservoir and/or diversion area under the circumstance of 4 design floods of 2%, 1%, 0.5%, 0.33%, thesis analyses and compares their effect on reducing of flood for the downstream. The “experience control operation method” is used in Feilaixia reservoir at present. The “ideal operation method” having calculated the intervening inflow between dam site and Shijiao station on preliminary design report will be used in future, it controls the discharge released from Feilaixia reservoir according to safety discharge from Shijiao. The flood back-up from Xijiang River hasn’t been taken into account in the two operation methods. According to the historical floods, the analysis of the meet of Xijiang River flood and Beijiang River’s downstream flood has been done. The Beijiang River’s floods were back-up by Xijiang River’s flood while flood appear at the same time in two rivers, the back-up water level was caused in Beijiang Dadi which is the most important dyke in local region river reach. The cases of flood meet or no flood meet in the downstream of Beijiang River were calculated under 1% design flood routing, the water surface profile in Beijiang Dadi reach has been plotted. Obviously, the increase of water level caused by flood meets is larger than decrease caused by flood retention of reservoir. So, when we take measures to control the flood of Beijiang River’s downstream, we should take into account not only the discharge from upstream and intervening inflow but also the real-time flood forecasting of Xijiang River. To reduce the back-up water level and mitigate the flood prevention pressure of Beijiang Dadi dyke, it is better to avoid the meet of the flood peaks of two rivers by utilizing Feilaixia reservoir regulation
机译:为了减少下游保护区的洪灾,将通过水库保水或滞洪区减缓采取防洪措施。通过计算在2%,1%,0.5%,0.33%的4次设计洪水情况下飞来峡水库和/或引水区的不同控制方案,分析并比较了它们对减少下游洪水的影响。目前飞来峡水库采用“经验控制作业法”。将来将使用在初步设计报告中计算出坝址与石角站之间的入流量的“理想运行方法”,它根据石角的安全排放量控制飞来峡水库的排放量。两种操作方法都没有考虑西江的洪水补给。根据历史洪水,对西江洪水与北江下游洪水的交汇点进行了分析。北江洪水是西江洪水的后盾,而洪水同时在两条河流中出现,后水位是由北江大堤造成的,这是该地区河段最重要的堤防。在1%设计洪水路径下,计算了北江下游是否发生洪灾的情况,并绘制了北江大堤河段的水面剖面图。显然,洪水引起的水位上升大于水库蓄洪引起的水位下降。因此,在采取措施控制北江下游洪水时,不仅应考虑上游的流量和中间河段的入流量,还应考虑西江的实时洪水预报。为降低后备水位,减轻北江大堤堤防洪压力,最好利用飞来峡水库调水避开两条河流的洪峰。

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