• 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

水沙调节后三峡工程变动回水区泥沙冲淤变化

陆永军, 左利钦, 季荣耀, 毛继新

陆永军, 左利钦, 季荣耀, 毛继新. 水沙调节后三峡工程变动回水区泥沙冲淤变化[J]. 水科学进展, 2009, 20(3): 318-324.
引用本文: 陆永军, 左利钦, 季荣耀, 毛继新. 水沙调节后三峡工程变动回水区泥沙冲淤变化[J]. 水科学进展, 2009, 20(3): 318-324.
LU Yong-jun, ZUO Li-qin, JI Rong-yao, MAO Ji-xin. Changes of sediment deposition and erosion at Chongqing reach in backwater area of Three Gorges Project after reservoir adjusting of the upstream in the Yangtze River[J]. Advances in Water Science, 2009, 20(3): 318-324.
Citation: LU Yong-jun, ZUO Li-qin, JI Rong-yao, MAO Ji-xin. Changes of sediment deposition and erosion at Chongqing reach in backwater area of Three Gorges Project after reservoir adjusting of the upstream in the Yangtze River[J]. Advances in Water Science, 2009, 20(3): 318-324.

水沙调节后三峡工程变动回水区泥沙冲淤变化

基金项目: 国家自然科学基金资助项目(50879047;50779037);国家重点基础研究发展计划(973)资助项目(2003CB415206)
详细信息
    作者简介:

    陆永军(1964- ),男,江苏南通人,教授级高级工程师,主要从事河流海岸泥沙研究.E-mail:yjlu@nhri.cn

  • 中图分类号: P333.4

Changes of sediment deposition and erosion at Chongqing reach in backwater area of Three Gorges Project after reservoir adjusting of the upstream in the Yangtze River

Funds: The study is financially suported by the National Natural Science Foundation of China(No.50879047;50779037)and the National Basic Research Program of China(No.2003CB415206).
  • 摘要: 长江上游溪洛渡、向家坝等水电工程的建设,改变了进入三峡水库变动回水区及库区的水沙环境。上游水库水沙调节后,变动回水区的泥沙淤积情况将会发生相应变化。在分析三峡工程变动回水区水沙特性的基础上,应用建立的适合多连通域的贴体正交曲线坐标系下的二维水沙数学模型,根据三峡工程初步设计阶段选定的1961-1970年(简称60系列)及上游水库水沙调节后的水文系列及相应进出口边界条件,预测了重庆主城区河段100年泥沙冲淤的时空变化规律。研究表明,60水沙系列条件下,该河段淤积比较严重,淤积主要位于岸线凹凸不平的弯沱、回流区及河道的宽浅河段;上游水沙调节后,仅局部岸线凹凸不平的弯沱有少量泥沙淤积,主城区川江段的淤积量仅为60系列的17.4%,嘉陵江段仅为60系列的10.3%,这对三峡水库有效库容的保持及主城区河段岸线利用有利。
    Abstract: In the up stream of the Yangtze River,the construction of the hydroelectric power projects,such as Xiluedu reservoir and Xiangjiaba reserwir,changes the hydrodynamic and sediment environment of the backwater area of the Three Gorges Proj ect ( TGP).After the adjusting of the runoff-sediment by the reserwirs in the upstream,the sediment deposition and erosion in the backwater area has the corresponding changes. In this paper,based on the watersediment characteristics and fluvial process of the backwater area of the TGP,a 2D sediment mathematical model in the boundary fitting orthogonal curvilinear coordinate system is developed by the authors,then the rules of the space-time changes of the sediment deposition and erosion in the Chongqing reach is predicted in 100 years by using the model,and its effects on the harbors and navigation channels are detailedly analyaed. The Analysis of the results proves that,under the water-sediment conditions during 1960s,serious sediment deposition occurred mainly in the river sinuses,the recirculating zones and broad-shallow reach. After the construction of reservoirs,the sediment deposition wlume decreases by 82.6% in the Yangtze River and 89.7% in the Yangtze River, compared with that of 1960s,which is advantageous for the maintenance of TGP and the development of Chongqing reach.
  • [1] 窦国仁,万声淦,陆长石.三峡工程变动回水区泥沙淤积的试验研究[J].水利水运科学研究,1995,(4):327-335.(DOU Guo-ren,WAN Sheng-gan,LU Chang-shi.lnvestigation on sedimentation in varying backwater zone of Three Gorges Project[J].Journal of Nanjing Hydraulic Research Institute,1995,(4):327-335.(in Chinese))
    [2] 窦国仁,万声淦,陆长石,等.长江三峡工程变动回水区长河段泥沙模型175 m方案试验研究报告[R].南京:南京水利科学研究院,1988.(DOU Guo-ren,WAN Shen-gan,LU Chang-shi,et al.Study on sediment physical model on 175 m scheme for long reach of fluctuating backwater zone of Three Gorges Project[R].Nanjng:Nanjing Hydraulic Research Institute,1988.(in Chinese))
    [3] 韩其为,何明民.论三峡水库泥沙淤积控制——处理三峡水库泥沙的策略与措施[J].泥沙研究,1996,(1):1-19.(HAN Qi-wei,HE Ming-min.Sedimentation control of the Three Gorges Reservoir[J].Journal of Sediment Research,1996,(1):1-19.(in Chinese))
    [4] 毛继新.上游修建骨干水库对三峡水库入库水沙条件的影响[R].北京:中国水利水电科学研究院,2005.(MAO Ji-xin.Effects on water and sediment conditions of TGP by the cnstruction of huge-sized reservoirs on the upper reach of the Yangtze River[R].Beijing:China Institute of Water Resources and Hydropower Research,2005.(in Chinese))
    [5] 王桂仙,陈稚聪.嘉陵江入汇对长江重庆河段影响的分析[J].泥沙研究,1987(4):1-11 (WANG Gui-xian,CHEN Zhi-cong,.Analysis of the effect of inflow of Jialingjiang River on Ghongqing Reach in Yangtze River[J].Journal of Sediment Research,1987(4):1-11.(in Chinese))
    [6] 陆永军.支流河口水沙运动的二维数学模型研究——以长江上游的嘉陵江河El为例[J].水利学报.1998(10):60-68.(LU Yong-jun.Study on 2D mathematical model of water and sediment movement at the branch river estuary[J].Journal of Hydraulic Engineering,1998 (10):60-68.(in Chinese))
    [7] LU Yong-jun,CHEN C uo-xiang.A non-uniform sediment transport model with the boundary-fitting orthogonal coordinate system[J].Journal of Hydrodynamics:Ser.B,2002,14(1):64-68.
    [8] 陆永军,郝嘉凌,李浩麟.城市江堤外移工程对防洪影响研究[J].水科学进展,2003,14(2):197-202.(LU Yong-jun,HAO Jia-ling,LI Hao-lin.Effects d levee realignment on flood control in unban area[J].Advances in Water Science,2003,14(2):197-202.in Chimese))
    [9] 陆永军,王兆印,左利钦.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.aD mathematical model for water-sediment between Wakouzi-Majiszui reach in the middle reaches of the Yangtze River[J].Advances in Waterscienco,2006,17(2):227-234.(in Chinese))
    [10] 陆永军.三峡工程第八专题变动回水区港口与航道二维泥沙数学模型研究[R].南京:南京水利科学研究院,2007.(LU Yong-jun.2D sediment model for the harbors and the navigation channel of the backwater area of TGP[R].Nanjing:Report d Nanjing Hydraulic Research Institute,2007.(in Chinese))
    [11] LU Yong-jun,XU Cheng-wei,ZUO Li-qin,et al.Changes of sediment deposition and erodon at Chongqing Reach in backwater area of Three Gorges Project[C].River Flow 2006,london:Taylor & Francis Group plc,UK,2006:2179-2187.
计量
  • 文章访问数:  125
  • HTML全文浏览量:  40
  • PDF下载量:  533
  • 被引次数: 0
出版历程
  • 收稿日期:  2008-08-13
  • 刊出日期:  2009-05-24

目录

    /

    返回文章
    返回