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Hydraulic characteristics and flow trajectories under two-sided asymmetric inflow conditions for a deep storage tunnel system

Wei He Chao Yu Xiao-dong Yu Jian Zhang Jose G.Vasconcelos Hui Xu Shou-ling Chen

水科学与水工程Issue(3):309-318,10.
水科学与水工程Issue(3):309-318,10.DOI:10.1016/j.wse.2023.11.006

Hydraulic characteristics and flow trajectories under two-sided asymmetric inflow conditions for a deep storage tunnel system

Hydraulic characteristics and flow trajectories under two-sided asymmetric inflow conditions for a deep storage tunnel system

Wei He 1Chao Yu 2Xiao-dong Yu 2Jian Zhang 2Jose G.Vasconcelos 3Hui Xu 2Shou-ling Chen4

作者信息

  • 1. College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China||The National Key Laboratory of Water Disaster Prevention,Hohai University,Nanjing 210098,China||Collaborative Innovation Center on Water Safety and Water Science,Hohai University,Nanjing 210098,China||Guangdong Yuehai Yuexi Water Supply Company Limited,Zhanjiang 524000,China
  • 2. College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China||The National Key Laboratory of Water Disaster Prevention,Hohai University,Nanjing 210098,China||Collaborative Innovation Center on Water Safety and Water Science,Hohai University,Nanjing 210098,China
  • 3. Department of Civil and Environmental Engineering,Auburn University,238 Harbert Engineering Center,Auburn,AL 36849,USA
  • 4. Jiangsu Province Taihu-Lake Water Resources Planning & Design Institute Company Limited,Suzhou 215000,China
  • 折叠

摘要

关键词

Deep storage tunnel/Flow trajectory/Hydraulic characteristic/Hydrodynamic and particle simulation/Physical model test

Key words

Deep storage tunnel/Flow trajectory/Hydraulic characteristic/Hydrodynamic and particle simulation/Physical model test

引用本文复制引用

Wei He,Chao Yu,Xiao-dong Yu,Jian Zhang,Jose G.Vasconcelos,Hui Xu,Shou-ling Chen..Hydraulic characteristics and flow trajectories under two-sided asymmetric inflow conditions for a deep storage tunnel system[J].水科学与水工程,2024,(3):309-318,10.

基金项目

This work was supported by the National Natural Science Foundation of Jiangsu Province(Grant No.BK20230099),the National Natural Science Foundation of China(Grants No.52379061 and 52179062),and the Key Laboratory of Water Grid Project and Regulation of Ministry of Water Re-sources(Grant No.QTKS0034W23292). (Grant No.BK20230099)

水科学与水工程

OACSTPCDEI

1674-2370

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