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,(4):56-60
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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
黄芳贞,王虹,邵学军
清华大学,水利水电工程系,北京,100084
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
DOI:
分类号:U617
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)
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
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.
Key words:  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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