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黄河下游河道治理三维数值模拟研究
引用本文:李肖男,张红武,钟德钰,王永强.黄河下游河道治理三维数值模拟研究[J].水利学报,2017,48(11):1280-1292.
作者姓名:李肖男  张红武  钟德钰  王永强
作者单位:清华大学 水利水电工程系 水沙科学与水利水电工程国家重点实验室, 北京 100084;长江勘测规划设计研究有限责任公司, 湖北 武汉 430010,清华大学 水利水电工程系 水沙科学与水利水电工程国家重点实验室, 北京 100084,清华大学 水利水电工程系 水沙科学与水利水电工程国家重点实验室, 北京 100084,清华大学 水利水电工程系 水沙科学与水利水电工程国家重点实验室, 北京 100084;长江科学院 水资源综合利用研究所, 湖北 武汉 430010
基金项目:国家重点研发计划(2016YFC0402500);国家自然科学基金项目(51379102,91547204)
摘    要:本文采用三维水沙数学模型,根据不同重现期洪水的设计水沙条件,对黄河下游花园口至艾山河段的去生产堤方案和两道防线方案进行了模拟计算。重点关注了两种治理方案下不同场次洪水的演进过程、河道冲淤、输沙特性和典型滩区的分洪退水过程,模拟结果表明:与去生产堤方案相比,两道防线方案中的洪水演进过程因防护堤的运用方式而在不同场次洪水中差异明显;同时两道防线方案可有效地保护滩区,减缓滩区大规模的淹没,发挥防灾减灾的功效;此外,从输沙能力变化和冲淤分布比较来看,两道防线方案较去生产堤方案可提高河道的输沙能力,减少河道的淤积。

关 键 词:黄河下游  河道治理  两道防线  数值模拟
收稿时间:2016/10/26 0:00:00

Research on the training of Lower Yellow River based on three dimensional numerical simulation
LI Xiaonan,ZHANG Hongwu,ZHONG Deyu and WANG Yongqiang.Research on the training of Lower Yellow River based on three dimensional numerical simulation[J].Journal of Hydraulic Engineering,2017,48(11):1280-1292.
Authors:LI Xiaonan  ZHANG Hongwu  ZHONG Deyu and WANG Yongqiang
Affiliation:State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;Changjiang Institute of Suvery, Planning, Design and Research, Wuhan 430010, China,State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China,State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China and State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;Water Resources Department, Changjiang River Scientific Research Institute, Wuhan 430010, China
Abstract:This research aims to investigate the impacts of river training in the lower reach of the Yellow River through a three-dimensional model. Four design floods with different return periods were chosen from historical records as incoming hydrographs to simulate flood events in the region of Huayuankou to Aishan. Results under two training measures, i.e., the measures without production levees and the new measure with two defence lines, were compared with each other. We analyzed the results with focus on the character of flood propagation, erosion and deposition, sediment transport, flood diversion and inundation on a typical floodplain. The results clearly revealed the training measure with two defence lines can not only protect the floodplains from being inundated,but also lead to sedimentation reduction in the whole reach compared with the measure without production levees. It indicates that the measure with two defence lines can benefit the prevention and reduction of flood disasters,and improve the sediment transport capacity.
Keywords:Lower Yellow River  training measure  two defence lines  numerical simulation
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