Experimental Investigation of Loading due to Debris Dams on Structures-Reference-Cited by-同舟云学术

Experimental Investigation of Loading due to Debris Dams on Structures

Published:2020-05 Issue:5 Volume:146 Page:04020029
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Mauti Gabriella¹^ORCID,Stolle Jacob²,Takabatake Tomoyuki³,Nistor Ioan⁴,Goseberg Nils⁵,Mohammadian Abdolmajid⁴

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: .

2. Graduate Student, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Tokyo 169-8555, Japan.

4. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

5. Professor, Leichtweiss-Institute for Hydraulic Engineering and Water Resources, Technical Univ. of Braunschweig, Braunschweig 38106, Germany.

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.1943-7900.0001731

Reference34 articles.

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2. The drag coefficient of finite-aspect-ratio perforated circular cylinders

3. Arnason H. 2005. “Interactions between an incident bore and a free-standing coastal structure.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of Washington.

4. A flume experiment on the formation of wood jams in rivers

5. Steady flow past a vertical surface-piercing circular cylinder

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