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三峡水库不同水位运行下大宁河水动力过程模拟

刘广龙 余明星 石巍方 朱端卫 王雨春 周怀东

水资源与水工程学报2017,Vol.28Issue(5):150-155,6.
水资源与水工程学报2017,Vol.28Issue(5):150-155,6.DOI:10.11705/j.issn.1672-643X.2017.05.25

三峡水库不同水位运行下大宁河水动力过程模拟

Modeling the hydrodynamics of Daning River under different working condition of Three Gorges Reservoir based on Delft3D

刘广龙 1余明星 2石巍方 1朱端卫 1王雨春 3周怀东3

作者信息

  • 1. 华中农业大学资源与环境学院生态与环境工程研究室,湖北武汉430070
  • 2. 长江流域水环境监测中心,湖北武汉430010
  • 3. 中国水利水电科学研究院水环境研究所,北京100038
  • 折叠

摘要

Abstract

The operation and construction of the Three Gorges Reservoir has an important influence on the hydrodynamic force of the tributaries of the reservoir.In this paper,Daning tributary of the Three Gorges Reservoir was used as an example,based on the Delft3D model,to establish a two-dimensional hydrody-namic model of Dachang of Daning River to Changjiang Estuary.The hydrodynamic characteristics of the Daning River under high water level and low water level operation of the Three Gorges Reservoir were simu -lated,and the distribution of water flow in the simulation section of Daning River was obtained.The simu-lation results show that the overall flow velocity of Daning River area is slow,which is less than 0.04 m/s when the Three Gorges Reservoir runs in high and low water level.The flow velocity of backwater regions of Daning River is less than 0.01 m /s at low water level and less than 0.001 m /s at high water level, which is obviously characterized by lacustrine facies, The water self-purification ability is greatly weak-ened,which is prone to cause water bloom and affect the water quality of Daning river.Our results can pro-vide support information for the management of the tributaries of the Three Gorges Reservoir area.

关键词

不同水位运行/Delft3D模型/水动力过程模拟/三峡库区/大宁河

Key words

different working condition/Delft 3D model/hydrodynamics simulation/Three Gorges Reser-voir/Daning River

分类

建筑与水利

引用本文复制引用

刘广龙,余明星,石巍方,朱端卫,王雨春,周怀东..三峡水库不同水位运行下大宁河水动力过程模拟[J].水资源与水工程学报,2017,28(5):150-155,6.

基金项目

国家水体污染控制与治理科技重大专项项目(2012ZX07104-001) (2012ZX07104-001)

水资源与水工程学报

OACSCDCSTPCD

1672-643X

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