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

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.
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.
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, (4): 56-60.
Citation: 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, (4): 56-60.

二维数值模拟护底加糙及深槽回填维护宜昌水位的效果

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)

详细信息
  • 中图分类号: U617

2-D numerical simulation of water level at Yichang maintained by river bottom protection and roughness addition and pool back-fill

  • 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.
    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.
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出版历程
  • 收稿日期:  2005-06-09
  • 刊出日期:  2014-06-29

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