• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊

葛洲坝下游宜昌-杨家脑河段平面二维水沙数学模型

谢作涛, 侯卫国, 任昊

谢作涛, 侯卫国, 任昊. 葛洲坝下游宜昌-杨家脑河段平面二维水沙数学模型[J]. 水科学进展, 2008, 19(3): 309-316.
引用本文: 谢作涛, 侯卫国, 任昊. 葛洲坝下游宜昌-杨家脑河段平面二维水沙数学模型[J]. 水科学进展, 2008, 19(3): 309-316.
XIE Zuo-tao, HOU Wei-guo, REN Hao. 2D horizontal modeling for the movement of flow and sediment from Yichang to Yangjianao reach at the Gezhouba downstream[J]. Advances in Water Science, 2008, 19(3): 309-316.
Citation: XIE Zuo-tao, HOU Wei-guo, REN Hao. 2D horizontal modeling for the movement of flow and sediment from Yichang to Yangjianao reach at the Gezhouba downstream[J]. Advances in Water Science, 2008, 19(3): 309-316.

葛洲坝下游宜昌-杨家脑河段平面二维水沙数学模型

基金项目: 三峡工程水库泥河淤积及其影响与对策研究(2006BA05B02)
详细信息
    作者简介:

    谢作涛(1979- ),男,湖北洪湖人,博士,主要从事河道治理与规划.E-mail:xzt1979@163.com

  • 中图分类号: TV143.3

2D horizontal modeling for the movement of flow and sediment from Yichang to Yangjianao reach at the Gezhouba downstream

  • 摘要: 采用有限体积法,基于曲线网格,建立了葛洲坝枢纽下游宜昌-杨家脑河段平面二维水沙数学模型。利用三峡工程蓄水前后2002-2004年河段实测水沙资料对数学模型进行了验证,预测了三峡工程运用2005-2014年本河段河床冲淤变化趋势,分析了河道冲刷后宜昌站枯水位、芦家河浅滩枯水比降等可能的变化趋势,模型成果可为河段治理对策及措施提供科学依据。
    Abstract: In this paper,a model based on the generalized curvilinear coordinate is presented to simulate 2D horizontal flow and sediment from Yichang to Yangjianao reach at the downstream of Gezhouba hydropower station. The governing equations of the model are discretized by the finite volume method. The data of flow and sediment from 2002 to 2004 are adopted to verify the accuracy of the model. The change trend in the deposition and erosion for this reach from 2005 to 2014 is forcasted after the running of the Three Gorges Project. There is the possible change trend in water level at Yichang station and the important shallow reach slope after scouring of Yichang hydropower station in the downstream. Thus the prediction results can provide scientific basis for the research of the river regulation countermeasure and measures.
  • [1] 贾鹏,周建军,徐江.利用活动坝抬高葛洲坝近坝段枯水位的方案研究[J].泥沙研究,2002(5):71-75.(JIA Peng,ZHOU Jian-jun,XU Jiang.A suggestion of adopting mobile dams to raise the dry season water level downstream of the Gezhouba Project[J].Journal of Sediment Research,2002(5):71-75.(in Chinese))
    [2] 陈立,崔承章,谢葆玲.长江芦家河浅滩段石泓大开挖方案的研究[J].水科学进展,2003,14(3):341-344.(CHEN Li,CUI Cheng-zhang,XIE Bao-ling.Study on the chamfering of the Shihong section in Lujiahe shallow reach of the Yangtze River[J].Advances in Water Science,2003,14(3):341-344.(in Chinese))
    [3] 陆永军,王兆印,左利钦,等.长江中游瓦口子至马家咀河段二维水沙数学模型[J].水科学进展,2006,17 (2):227-234.(LU Yong-jun,WANG Zhao-yin,ZUO Li-qin,et al.2D mathematical model for water-sediment between Wakouzi-Majiazui reach in the middle reaches of the Yangtze River[J].Advances in Water Science,2006,17 (2):227-234.(in Chinese))
    [4] 夏云峰.非交错曲线网格的水流数值计算模型[J].水利水运工程学报,2003(1):50-54.(XIA Yun-feng.Numerical modeling of flow in non-staggered curvilinear grids[J].Hydro-Science and Engineering,2003(1):50-54.(in Chinese))
    [5] 张瑞瑾,谢鉴衡,王明甫,等.河流泥沙动力学[M].北京:水利电力出版社,1998.(ZHANG Rui-jin,XIE Jian-heng,WANG Ming-fu,et al.Dynamics of river sedimentation[M].Beijing:Water Resources and Electric Power Press,1988.216-220.(in Chinese))
    [6] 钱意颖,曲少军,等.黄河泥沙冲淤数学模型[M].郑州:黄河水利出版社,1999.(QIAN Yi-yin,QU Shao-qun,et al.Mathematical model for predicting the fluvial processes in the Yellow River[M].Zhenzhou:The Yellow River Water Conservancy Press,1999.25-36.(in Chinese))
    [7] 中国水利学会泥沙专业委员会主编.泥沙手册[M].北京:中国环境科学出版社,1992.(Sediment specialty council of Chinese hydraulic engineering society.Sediment Handbook[M].Beijing:China Environmental Science Press,1992.(in Chinese))
    [8] 国务院三峡工程建设委员会办公室课题专家组,中国长江三峡工程开发总公司三峡工程泥沙专家组主编.长江三峡工程泥沙问题研究1996-2000第七卷《长江三峡工程坝下游泥沙问题(二)》[M].北京:知识产权出版社,2002.(Experts of state council Three Gorges Project construction committee executive office,Three Gorges Project sediment experts of China Three Gorges Project corporation.Changjiang River Three Gorges Project's sediment problem research 1996-2000 volume 7《 Changjiang River Three Gorges Project's sediment problem research for downstream reach(Ⅱ)》[M].Beijing:Intellectual Property Press,2002.(in Chinese))
    [9] 程文辉,王船海.用正交曲线网格及"冻结"法计算河道流速场[J].水利学报,1988(6):18-25.(CHENG Wen-hui,WANG Chuan-hai.The calculation of flow pattern in rivers by the orthogonal curvilinear coordinates and"condensation"technique[J].Journal of Hydraulic Engineering,1988(6):18-25.(in Chinese))
计量
  • 文章访问数:  182
  • HTML全文浏览量:  24
  • PDF下载量:  463
  • 被引次数: 0
出版历程
  • 收稿日期:  2007-03-11
  • 刊出日期:  2008-05-24

目录

    /

    返回文章
    返回