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深水库区细颗粒淤积物重力驱动流动数值模拟——以三峡水库为例
引用本文:假冬冬,周建银,邵学军,张幸农.深水库区细颗粒淤积物重力驱动流动数值模拟——以三峡水库为例[J].水科学进展,2018,29(1):57-63.
作者姓名:假冬冬  周建银  邵学军  张幸农
作者单位:1.南京水利科学研究院水文水资源与水利工程科学国家重点实验室, 江苏 南京 210029;
基金项目:国家自然科学基金资助项目(51579151;51779148)
摘    要:针对三峡水库近坝区细颗粒泥沙淤积特征,从过程机理出发,提出了深水库区细颗粒泥沙淤积过程的物理图形。采用临界坡度作为细颗粒淤积物失稳流动的判别标准,借鉴浅水流动模式,描述失稳后细颗粒淤积物重力驱动流动过程,通过耦合三维水沙数学模型,建立了细颗粒淤积物重力驱动流动的数值模拟方法,在此基础上对三峡水库近坝区细颗粒泥沙淤积形态进行了模拟研究。研究结果表明:水库蓄水运行初期近坝区细颗粒泥沙主要淤积在断面深槽内,且呈水平状,考虑重力驱动流动后的模拟结果与实测结果吻合较好,从而为进一步深入研究深水库区细颗粒泥沙运动特征提供了技术支撑。

关 键 词:深水库区  细颗粒淤积物  重力驱动  数值模拟
收稿时间:2017-08-03

Numerical simulation of gravity-driven motion of fine-grained sediment deposits in large reservoirs: case study of the Three Gorges Reservoir
JIA Dongdong,ZHOU Jianyin,SHAO Xuejun,ZHANG Xingnong.Numerical simulation of gravity-driven motion of fine-grained sediment deposits in large reservoirs: case study of the Three Gorges Reservoir[J].Advances in Water Science,2018,29(1):57-63.
Authors:JIA Dongdong  ZHOU Jianyin  SHAO Xuejun  ZHANG Xingnong
Institution:1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China;2.Changjiang River Scientific Research Institute, Wuhan 430010, China;3.State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
Abstract:Sediment deposition is one of the key issues during the processes of reservoir construction and operation. On the basis of the observed sedimentation patterns in the dam area of Three Gorges Reservoir (TGR), a schematic diagram of fine-grained particles sedimentation in the dam area was proposed. Critical slope was used to judge the incipient motion of the fine-grained deposits. It was assumed that the mass transport processes of fine-grained deposits were dominated by the shallow flow equations. A numerical method of gravity-driven motion of fine-grained deposits was developed and combining with a 3-D flow and sediment transport model. Then, the sedimentation patterns of fine-grained particles in the dam area of the TGR were simulated by the developed method. The simulated results agreed well with the measured data. Sediment deposits in the dam area are mostly found at the bottom of the main channel, which have reshaped the river bed with a flat surface that is nearly horizontal. In contrast, very little fine sediment deposits can be found on the bank slopes of the channel. The developed method can be applied to improve our understanding of fine sediment transport mechanisms in large reservoirs.
Keywords:large reservoirs  fine-grained sediment deposits  gravity-driven  numerical simulation  
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