Multifactor Regression Analysis for Predicting Embankment Dam Breaching Parameters-Reference-Cited by-同舟云学术

Multifactor Regression Analysis for Predicting Embankment Dam Breaching Parameters

Published:2020-02 Issue:2 Volume:146 Page:04019051
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Rong Guiwen¹,Wang Xu²^ORCID,Xu Hui³,Xiao Baiqing⁴

Affiliation:

1. Professor, School of Earth and Environment, Anhui Univ. of Science and Technology, 168 Taifeng St., Huainan 232001, China; Ph.D. Student, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, 1 Xikang Rd., Nanjing 210098, China; Ph.D. Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author).

2. Graduate Student, School of Earth and Environment, Anhui Univ. of Science and Technology, 168 Taifeng St., Huainan 232001, China. ORCID: .

3. Associate Research Director, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, 1 Xikang Rd., Nanjing 210098, China.

4. Associate Professor, School of Earth and Environment, Anhui Univ. of Science and Technology, 168 Taifeng St., Huainan 232001, 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.1943-7900.0001653

Reference36 articles.

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4. Broich K. 1998. “Mathematical modeling of dam-break erosion caused by overtopping.” In CADAM-Concerted Action on Dambreak Modeling: 2nd Project Workshop edited by M. Morris. Munich Germany.

5. Landslide dam failure and flood hydraulics. Part II: coupled mathematical modelling

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