江湖泥沙与治理

长江中游河床下切与节点控制治理初步研究

  • 黄悦 ,
  • 董耀华 ,
  • 王敏
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  • 长江科学院 a.河流研究所; b.水利部江湖治理与防洪重点实验室,武汉430010

收稿日期: 2013-11-07

  修回日期: 2013-11-07

  网络出版日期: 2013-11-07

Preliminary Research on Riverbed Downcutting and Knick point Control in the Middle Yangtze River

  • HUANG Yue ,
  • DONG Yao hua ,
  • WANG Min
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  • 1.River Department, Yangtze River Scientific Research Institute, Wuhan430010, China;
    2.Key Laboratory of River Regulation and Flood Control of Ministry of Water Resources,Yangtze River Scientific Research Institute, Wuhan430010, China

Received date: 2013-11-07

  Revised date: 2013-11-07

  Online published: 2013-11-07

摘要

三峡及上游水库蓄水运用后,其下游荆江河段沙质河床下切了3~6 m,对两岸的护岸工程、供水工程以及三口分流分沙将带来不利影响。为了抑制荆江河段冲刷、稳定控制枯水位下降,开展节点控制组合工程治理方案的初步研究,提出护底工程组合和护底+潜坝工程组合的治理方式。经数学模型计算分析,提出的治理方式可减少荆江河段冲刷,控制枯水位不降或少降,同时还可缓解三口分流分沙减少趋势,但对城陵矶至武汉河段的冲刷会带来一定影响,其利弊关系还有待今后深入研究。

本文引用格式

黄悦 , 董耀华 , 王敏 . 长江中游河床下切与节点控制治理初步研究[J]. 长江科学院院报, 2013 , 30(11) : 4 -10 . DOI: TV143

Abstract

Since the impoundment of Three Gorges Project and its upstream cascade reservoirs, the sandy bed of Jingjiang River has been scoured and lowered by 3m 6m, which brought about negative effect on revetment works, water supply projects, as well as the flow sediment diversion from three diversion channels into Dongting Lake. The aim of this research is to control the scouring in Jingjiang River and to stabilize or control the decrease of low water level by analyzing knick point control schemes. On the basis of numerical simulation results, it’s proposed that the riverbed protection or the riverbed protection combined with submerged dikes could reduce erosion in the Jingjiang River, lessen or stop water level lowering, and relief the decrease of flow sediment diversion from the three diversion channels. However, the proposed regulative projects have certain influence on the morphology of the downstream reach from Chenglingji to Hankou, which should be addressed in the future.

参考文献

[1]水利部长江水利委员会. 长江泥沙公报(2011年)[M]. 武汉:长江出版社,2012.(Changjiang Water Resource Commission(CWRC) of Ministry of Water Resources. Bulletin of Yangtze River Sediment(2011)[M]. Wuhan:Changjiang Press,2012.(in Chinese))
[2]长江科学院. 溪洛渡建坝后三峡工程下游宜昌至大通河段冲淤计算分析[M]∥三峡工程泥沙问题研究“九五”成果汇编(第七卷). 北京:中国水利水电出版社,2002:339-359.(Yangtze River Scientific Research Institute. Computational Analysis of Erosion and Deposition in Downstream of Three Gorges ProjectDatong Reach after the Dam Construction of Xiluodu Hydropower Station[M]∥Compilation of the Ninth FiveYear Plan Results of Sediment Problem for Three Gorges Project. Beijing:China Water Power Press,2002:339-359.(in Chinese))
[3]长江科学院. 三峡水库按正常蓄水位175 m运用后库区淤积和长江中下游河湖冲刷及其影响预测分析[R]. 武汉:长江科学院,2009.(Yangtze River Scientific Research Institute. Prediction and Analysis on Reservoir Sedimentation and Erosion in Middle and Lower Yangtze River during NPL-175m Impounding of the Three Gorges Reservoir[R]. Wuhan: Yangtze River Scientific Research Institute, 2009.(in Chinese))
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