人民长江

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汉江雅口枢纽坝下河道冲淤及水面线变化数值模拟

郭海晋,邴建平,余明辉,汪飞   

  • 出版日期:2019-11-28 发布日期:2019-11-28

Numerical simulation of riverbed deformation and water surface profile variation of downstream reach of Yakou hydro-junction on Hanjiang River

GUO Haijin,BING Jianping,YU Minghui,WANG Fei   

  • Online:2019-11-28 Published:2019-11-28

摘要: 丹江口水库大坝加高完成、南水北调中线工程通水后,改变了汉江中下游水沙条件,梯级水库建设亦将改变河道边界条件。以汉江中游雅口至碾盘山河段为研究对象,采用一维水沙数学模型,研究了梯级水库运行后的河床冲淤变化及其对水面线的影响。研究结果表明:碾盘山枢纽未建时,雅口枢纽坝下河道呈整体冲刷态势,坝下河道水面线受河床冲刷下切而降低;碾盘山枢纽建成后,雅口枢纽坝下河道冲淤变化表现为近坝段微冲,其余河段淤积,总体呈淤积态势,河段水面线受河床淤积而抬升。研究成果可为枢纽工程、航道整治、防洪工程等设计和论证提供科学依据。

关键词: 河床冲淤, 水面线, 一维水沙数学模型, 雅口航运枢纽, 碾盘山枢纽

Abstract: After the completion of Danjiangkou Reservoir dam heightening and the operation of Middle Route Project of South-to-North Water Diversion, the discharge-sediment condition in the middle-lower reach of the Hanjiang River changed, meanwhile the cascade reservoirs construction will further change river boundary condition. Taking Yakou-Nianpanshan section in the middle reach of the Hanjiang River as an example, one-dimensional flow-sediment mathematical model is employed to study the influence of cascade reservoirs operation on riverbed evolution and water surface profile. The results indicate that the operation of Yakou hydro-junction leads to downstream riverbed erosion before the construction of Nianpanshan hydro-junction, and the water surface line is lowered accordingly. After the completion of Nianpanshan hydro-junction, the riverbed evolution is characterized by overall silting except near-dam reach slight scouring, which leads to the rising of water level. The research can provide scientific basis for the design and demonstration of hydro-junction project, waterway regulation and flood control project.

Key words: riverbed erosion and siltation, water surface profile, one-dimensional flow and sediment mathematical model, Yakou hydro-junction, Nianpanshan hydro-junction