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二维数值模拟护底加糙及深槽回填维护宜昌水位的效果
引用本文:黄芳贞,王虹,邵学军. 二维数值模拟护底加糙及深槽回填维护宜昌水位的效果[J]. 水利水运工程学报, 2005, 6(4): 56-60
作者姓名:黄芳贞  王虹  邵学军
作者单位:清华大学,水利水电工程系,北京,100084;清华大学,水利水电工程系,北京,100084;清华大学,水利水电工程系,北京,100084
基金项目:国家重点基础研究发展计划项目(2003CB415200);国家自然科学基金资助项目(50479004.50221903)
摘    要:运用二维水流数值模拟方法,计算比较了在宜昌~枝城的长江河段内选取重点控制河段,进行护底加糙及回填深槽对维护并抬高宜昌水位的效果.计算结果表明,两种整治措施均能满足要求.

关 键 词:护底加糙  深槽回填  水位  宜昌~枝城长江河段  数值模拟
文章编号:1009-640X(2005)04-0056-05
收稿时间:2005-06-10
修稿时间:2005-06-10

2-D numerical simulation of water level at Yichang maintained by river bottom protection and roughness addition and pool back-fill
HUANG Fang-zhen,WANG Hong,SHAO Xue-jun. 2-D numerical simulation of water level at Yichang maintained by river bottom protection and roughness addition and pool back-fill[J]. Hydro-Science and Engineering, 2005, 6(4): 56-60
Authors:HUANG Fang-zhen  WANG Hong  SHAO Xue-jun
Affiliation:Department of Hydraulics and Hydropower , Tsinghua University, Beijing 100084, China
Abstract:Effects roughness addition are calculated and regulation measure of maintenance and raise of water level at Yichang Station by river bottom protection and method and pool back-fill method in the reach from Yichang to Zhicheng of the Changjiang River compared by using a 2-D flow numerical simulation method. Calculation results show that each can meet demands.
Keywords:river bottom protection and roughness addition   pool back-fill   water level   reach from Yichang to Zhicheng of the Changjiang River   numerical simulation
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