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典型石质汊流滩航道整治二维水流数值模型研究
引用本文:张玮,徐宿东,曹民雄,蔡国正.典型石质汊流滩航道整治二维水流数值模型研究[J].水运工程,2004(4):52-56.
作者姓名:张玮  徐宿东  曹民雄  蔡国正
作者单位:1. 河海大学交通与海洋工程学院,江苏,南京,210098
2. 南京水利科学研究院河港所,江苏,南京,210024
摘    要:在石质汊流滩航道整治工程中,通常采用开挖河槽的方法来降低流速,改善航道水流条件。本文应用二维水动力数学模型研究典型石质汊流滩——广西浔江鲫鱼滩航道整治工程方案,通过各方案计算结果比较,分析了工程后分流比及局部河段流速的变化规律,并就流速和流量的变化与开挖面积、开挖范围以及开挖方式之间的关系进行了探讨。

关 键 词:石质汊流滩  二维水动力数学模型  航道整治
文章编号:1002-4972(2004)04-0052-05
修稿时间:2003年10月13

A Study on Waterway Regulation of Typical Rocky Rapids in A Branching Channel by 2-D Hydrodynamic Model
ZHANG Wei,XU Su-dong,CAO Min-xiong,CAI Guo-zheng.A Study on Waterway Regulation of Typical Rocky Rapids in A Branching Channel by 2-D Hydrodynamic Model[J].Port & Waterway Engineering,2004(4):52-56.
Authors:ZHANG Wei  XU Su-dong  CAO Min-xiong  CAI Guo-zheng
Institution:ZHANG Wei1,XU Su-dong1,CAO Min-xiong2,CAI Guo-zheng2
Abstract:In waterway regulation of a rocky rapids, riverbed excavation is often used for reducing velocity and improving flow condition in a channel. In this paper, a 2-D hydrodynamic-numerical model was applied to typical rocky rapids called Jiyutan in Xunjiang River of Guangxi Zhuang Autonomous Region. For different schemes, the change of the discharge and flow current in a branch were analyzed, and the relationship between the flow condition and excavation area, excavation scope, as well as the excavation mode was discussed.
Keywords:rocky rapids in a branching channel  2-D hydrodynamic-numerical model  waterway regulation
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