长江科学院院报 ›› 2015, Vol. 32 ›› Issue (5): 1-5.DOI: 10.3969/j.issn.1001-5485.2015.05.001

• 江湖泥沙与治理 •    下一篇

三峡大坝175 m蓄水运行后猪儿碛河段水动力条件变化分析

罗全胜1,2,曹明伟2,谢龙3   

  1. 1. 小流域水利河南省高校工程技术研究中心,河南 开封 475003;2.黄河水利职业技术学院,
    河南 开封 475003; 3. 江苏交通科学研究院股份有限公司,南京 210017
  • 收稿日期:2013-12-05 出版日期:2015-05-01 发布日期:2015-05-14
  • 作者简介:罗全胜(1970- ),男,河南南阳人,副教授,硕士,主要从事水利水电工程教学与研究工作,(电话)13837837220
  • 基金资助:
    国家自然科学基金资助项目(50579041)

Variation of Hydrodynamic Conditions in Zhuerqi Reach afterthe Three Gorges Reservoir Impounds to 175m

LUO Quan-sheng1,2,CAO Ming-wei2,XIE Long3   

  1. 1.Engineering Technology Research Center of Small Watershed Conservancy under Universities of Henan Province, Kaifeng 475003, China;
    2.Yellow River Conservancy Technical Institute, Kaifeng 475003, China;
    3.Jiangsu Transportation Institute, Nanjing 210017, China)
  • Received:2013-12-05 Online:2015-05-01 Published:2015-05-14

摘要: 三峡大坝175 m成库运行后将对变动回水区的水流特性产生重大影响,对其展开分析将为该河段的航道整治、通航规划、水沙规律研究提供重要理论支持。在长江上游水文局实测资料基础上,选择变动回水区中段猪儿碛河段作为典型代表河段,采用数值模拟与原形观测数据理论分析相结合的方法,借助Aquaveo.SMS软件建立平面水流二维数学模型,将年内各时段与有无回水影响的各种工况进行组合,分析探讨了回水作用对流场、流速横向分布、水动力轴线等水动力条件的影响。分析成果可为该河段的河流研究与航道治理提供依据,建立的数值模拟方法可为同类河段的数模研究提供参考。

关键词: 三峡大坝猪儿碛河段, 175 m蓄水, 水流特性, 平面水流二维数学模型, 水动力条件

Abstract: The operation of Three Gorges Reservoir at 175m impounded water level will have a significant impact on the flow characteristics in backwater area. Analysis in this regard will provide theoretical support for the waterway regulation, navigation planning, and study on water and sediment regularities. According to the observed data from hydrology bureau in the upstream of Yangtze river, we employed Aquaveo.SMS to establish a two-dimensional plane flow model, and simulated the hydrodynamic conditions in the presence of and in the absence of backwater in different periods of year to analyse the influence of backwater on hydrodynamic conditions (flow field, horizontal distribution of flow velocity, and hydrodynamic axis). Zhuerqi reach in the backwater area is selected as a typical example for the research. The numerical simulation method could be taken as reference for similar study.

Key words: Zhuerqi reach, 175 m impoundment, flow characteristics, 2D mathematical model of flow, hydrodynamic conditions

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