Simulation of Complex Seepage Field of a Gravity Dam Foundation Using a CFD-Based Approach-Reference-Cited by-同舟云学术

Simulation of Complex Seepage Field of a Gravity Dam Foundation Using a CFD-Based Approach

Published:2018-03 Issue:3 Volume:144 Page:05018001
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Cheng Zhengfei¹,Wang Xiaoling²,Ren Bingyu³,Lv Peng⁴,Zhu Xiaobin⁴

Affiliation:

1. Ph.D. Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Road, Nankai District, Tianjin 300072, China.

2. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China (corresponding author).

3. Associate Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China.

4. Ph.D. Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001428

Reference51 articles.

1. Investigation of a Sill Effect on Rectangular Side-Weir Flow by Using CFD

2. Hydraulic properties of fractured rock masses with correlated fracture length and aperture

3. A practical method for solving free-surface seepage problems

4. A practical and efficient numerical scheme for the analysis of steady state unconfined seepage flows

5. Hydromechanical Analysis of Masonry Gravity Dams and their Foundations

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