Impinging pressure and flood discharge atomization in high arch dams with flaring gate piers-Reference-Cited by-同舟云学术

Impinging pressure and flood discharge atomization in high arch dams with flaring gate piers

Published:2022-06-27 Issue:5 Volume:60 Page:712-724
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Sheng Chuanming¹^ORCID,Ma Chao²,Ma Bin³,Lian Jijian⁴,Gou Wenjuan³,Liu Fang³

Affiliation:

1. PhD Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, PR China.

2. (IAHR Member), Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, PR China.

3. (IAHR Member), Associate Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, PR China.

4. (IAHR Member), Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, PR China; School of Water Conservancy and Hydroelectric Power, Hebei University of Engineering, Handan, 056038, PR China.

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Foundation for Innovative Research Groups of the Natural Science Foundation of Heibei Province

Science and Technology Development Projects of Wuqing

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2022.2059583

Reference42 articles.

1. Direct Dynamic Force Measurement on Slabs in Spillway Stilling Basins

2. Scour, Velocities and Pressures Evaluations Produced by Spillway and Outlets of Dam

3. Comparison of methods to estimate the scour downstream of a ski jump

4. Distribution of mean flow and turbulence statistics in plunge pools

5. Das, D. (2012). Study of air bubble injection into laminar and turbulent water flow through an annular section [Master’s thesis, City University of New York]. https://academicworks.cuny.edu/cc_etds_theses/85

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Modeling of the Impact of Large Scale Waterfall on a Solid Plate;2024

2. Application of CFD to predict the sluice gate jammed;Journal of Hydraulic Research;2023-09-03