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浙江大学学报(工学版)
土木工程     
水库细颗粒淤积物的重力驱动流动
周建银1, 邵学军1, 江磊1, 假冬冬2
1. 清华大学 水沙科学与水利水电工程国家重点实验室,北京 100084;2. 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
Gravity-driven transport of fine grained reservoir sediments
ZHOU Jian-yin1, SHAO Xue-jun1, JIANG Lei1, JIA Dong-dong2
1. State Key Laboratory of Hydro-science and Engineering, Tsinghua University, Beijing 100084, China; 2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
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摘要:

为了模拟水库细颗粒泥沙的淤积分布和形态,参考河口浮泥的模拟方法,建立水库淤积物在自重驱动下发生的浮泥运动、固结的简化一维动力学模型,在空间上采用交错网格的有限体积法,在时间上采用二阶龙格库塔方法,以三峡坝前典型断面淤积形态为例进行试验性模拟;将一维水沙输移数值模型与所建模型结合,较成功地模拟了三峡坝前段的淤积总量和分布.结果表明:该模型能够模拟水库细颗粒淤积物的流动和汇集过程;淤积物的固结速率对淤积分布影响较大.模拟结果从动力学机理上解释了水库细颗粒泥沙淤积形态的成因.

Abstract:

To simulate the distribution and form of fine grained reservoir sediments, consulting to the methods used in modelling estuarine fluid mud, a one-dimensional dynamic model of gravity-driven fluid mud transport for reservoir sediments was established. The model was solved based on staggered grids and finite volume method. The scheme of time processing was the two-order Runge-Kutta format. This model was firstly tested by calculation the gathering of sediments at a typical section in dam area of the Three Gorges Reservoir (TGR). Then, combined with a one-dimensional hydro-sediment transport model, the gross and distribution of sediments in the dam area of the TGR were successfully simulated. Results indicate the capability of present model in modeling the flowing and gathering processes of reservoir sediments. The distribution of sediments is sensitive to solid parameters. Simulation results dynamically explain the form of fine grained reservoir sediments.

出版日期: 2014-12-01
:  TV 145  
基金资助:

国家科技支撑计划资助项目(2012BAB05B01);国家自然科学基金重点资助项目(51039004)

通讯作者: 邵学军,男,教授     E-mail: shaoxj@tsinghua.edu.cn
作者简介: 周建银(1987—),男,博士生,从事水力学及河流动力学方面的研究. E-mail: zhoujy09@mails.tsinghua.edu.cn
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引用本文:

周建银, 邵学军, 江磊, 假冬冬. 水库细颗粒淤积物的重力驱动流动[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.12.021.

ZHOU Jian-yin, SHAO Xue-jun, JIANG Lei, JIA Dong-dong. Gravity-driven transport of fine grained reservoir sediments. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.12.021.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.12.021        http://www.zjujournals.com/eng/CN/Y2014/V48/I12/2254

[1] 韩其为.水库淤积[M].北京:科学出版社, 2003: 131.
[2] 王婷,张俊华,马怀宝,等.小浪底水库淤积形态探讨[J].水利学报, 2013(6): 710-717.
WANG Ting, ZHANG Jun-hua, MA Huai-bao, et al. Discussion on deposition morphology of Xiaolangdi Reservoir[J]. Journal of Hydraulic Engineering, 2013(6): 710-717.
[3] 焦恩泽.巴家咀水库泥沙的几个特殊问题[J].泥沙研究,1987(2): 42-52.
JIAO En-ze. Several special sediment problems in the bajiazui reservoir[J]. Journal of Sediment Research,1987(2): 42-52.
[4] 假冬冬,邵学军,张幸农,等.三峡水库蓄水初期近坝区淤积形态成因初步分析[J].水科学进展, 2011(4): 539-545.
JIA Dong-dong, SHAO Xue-jun, ZHANG Xing-nong, et al. Preliminary analysis on the causes of reservoir sedimentation pattern in the vicinity of Three Gorges Project during its early filling[J]. Advances in Water Science,2011(4): 539-545.
[5] MCANALLY W H, FRIEDRICHS C, HAMILTON D, et al. Management of fluid mud in estuaries, bays, and lakes. I: Present state of understanding on character and behavior [J]. Journal of Hydraulic Engineering-ASCE,2007, 133(1): 9-22.
[6] WRIGHT L D, FRIEDRICHS C T, KIM S C, et al. Effects of ambient currents and waves on gravity-driven sediment transport on continental shelves[J]. Marine Geology, 2001, 175(1-4): 25-45.
[7] FRIEDRICHS C T, WRIGHT L D. Gravity-driven sediment transport on the continental shelf: implications for equilibrium profiles near river mouths [J]. Coastal Engineering, 2004, 51(8/9): 795-811.
[8] MANNING A J. Sediment Transport in Aquatic Environments[M]. Croatia: InTech, 2011: 125-146.
[9] 姜涛,解习农,汤苏林,等.浊流成因海底沉积波形成机理及其数值模拟[J].科学通报, 2007(16): 19451950.
JIANG Tao, XIE Xi-nong, TANG Su-lin, et al. Mechanical analysis and numerical simulation of submarine sedimentary caused by turbidity current[J]. Chinese Science Bulletin,2007(16): 1945-1950.
[10] 李昆鹏,王瑞,马怀宝,等.小浪底水库浮泥层水动力学特性初探[J].中国农村水利水电,2013(1): 35-38.
LI Kun-peng, WANG Rui, MA Huai-bao, et al. Fluid mud layer on the hydrodynamic characteristics in xiaolangdi reservoir[J]. China Rural Water and Hydropower, 2013(1): 35-38.
[11] 李为华,时连强,刘猛,等.河口海岸浮泥观测技术、特性及运移规律研究进展[J].泥沙研究,2013(1): 74-80.
LI Wei-hua, SHI Lian-qiang, LIU Meng, et al. Review of estuarine and coastal fluid mud measurement technique, characteristics and transportation researches[J]. Journal of Sediment Research,2013(1): 74-80.
[12] 张娜,代文良,朱辉,等.三峡水库淤积物初期干容重试验初步分析[J].人民长江,2006(12): 59-61.
ZHANG Na, DAI Wenliang, ZHU Hui, et al. Initial dry density of sediments in Three Gorges Reservoir[J]. Yangtze River, 2006(12): 59-61.
[13] 邵学军,假冬冬.三峡工程坝区河段泥沙淤积原型观测资料的分析(阶段成果报告)[R]. 北京:清华大学水利水电工程系, 2009.
SHAO Xue-jun, JIA Dong-dong. Analysis of sedimentation in dam area of the Three Gorges Project based on field observation data (Staged achievements)[R]. Beijing: Department of Hydraulic Engineering, Tsinghua University, 2009.
[14] 董年虎,方春明,曹文洪.三峡水库不平衡泥沙输移规律[J].水利学报,2010(6): 653-658.
DONG Nian-hu, FANG Chun-ming, CAO Wen-hong. Non-equilibrium sediment transport in the Three Gorges Reservoir[J]. Journal of Hydraulic Engineering, 2010(6): 653-658.
[15] 方春明,毛继新,陈绪坚.长江三峡工程2003~2009年泥沙原型观测资料分析研究[R].北京:中国水利水电科学研究院泥沙研究所, 2010.
FANG Chun-ming, MAO Ji-xin, CHEN Xu-jian. Analysis of the Three Gorges Project based on 2003-2009 filed observation data[R]. Beijing: Institute of sediment, IWHR, 2010.

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