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TEMPORAL-SPATIAL VARIATION OF CHENGTONG REACH AT YANGTZE ESTUARY AFTER CONSTRUCTION OF THREE GORGES DAM

机译:三峡大坝施工后长江河口近距离的颞空间变化

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River channel sedimentation in estuary of the Yangtze River can be affect by the construction of reservoirs in the upper river that reduces the amount of sediment discharge. To evaluate the dynamic changes of sedimentation and erosion of Chengtong reach at the Yangtze Estuary, the digital elevation model of underwater topography were designed and constructed on the basis of the measured bathymetric data in 2006 and 2012. The results indicated that although the runoff of lower reaches remained stable, the sediment discharge reduced significantly due to the existence of large number of reservoirs on the middle and upper reaches of the Yangtze River. Annual sediment discharge was reduced from 134 million tons in 2007 to 60 million tons in 2011 by the measured data of the monitoring station in Datong. The river channel of Chengtong reach was in the state of erosion during 2006 to 2012, the net erosion thickness was about 0.37m, and the net erosion volume was 18.9 million m~3. The water channels of Chengtong reach were changed because of the decreasing amount of sediment discharge from the upper river. Fuzhong and Fubei water channels was eroded and deposited respectively. The position of the deep channel in Liushahai channel was swung and the right side of the river channel was getting widen. The deep channel in the right side of Tongzhousha east channel near Tianshenggang was in the state of erosion and became deeper. The riverbed of Langshansha east channel shifted to the left side obviously.
机译:长江河口河道沉降可能会受到上河储层的建设,降低沉积物排放量。为了评估在长江河口成都堤防的沉积和腐蚀的动态变化,基于2006年和2012年的测量的碱基数据设计和构建了水下地形的数字高度模型。结果表明虽然较低的径流达到稳定稳定,沉积物放电由于长江中上游的大量水库存在显着减少。 2007年2007年的每年沉积物排放量从2007年的大同监测站的监测站数据达到2011年的2007吨至6000万吨。成都堤坝河道在2006年至2012年期间处于侵蚀状态,净侵蚀厚度约为0.37米,净侵蚀体积为1890万米〜3。由于沉积物从上河排出的沉积物排出的量降低,成洞堤坝的水道发生了变化。福中和富邦水道分别被侵蚀和沉积。 Liushahai渠道的深度渠道的位置被摇摆,河流河的右侧变得宽阔。天山岗附近的桐舟子东渠道右侧的深度渠道处于侵蚀状态,变得更深。兰山河东频道的河床明显向左侧转移到左侧。

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