Experimental results of two-dimensional dam-break flows-Reference-Cited by-同舟云学术

Experimental results of two-dimensional dam-break flows

Published:1992-03 Issue:2 Volume:30 Page:225-252
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Bell Stoner W.¹²,Elliot Robert C.²³,Hanif Chaudhry M.⁴

Affiliation:

1. a CH2M HILL , 2020 S. W. 4th Ave., Portland, OR, 97201

2. b Dept. of Civ. and Env. Engrg. , Washington State Univ. , Pullman, WA, 99164, U.S.A.

3. c Northwest Hydr. Consult. , 22017 70th Ave. S., Kent, WA, 98032

4. d International Development Projects , Washington State University , College of Engineering and Architecture, Pullman, WA, 99164, U.S.A.

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221689209498936

Reference12 articles.

1. Modeling of Unsteady Flow in Curved Channel

2. Dressler , R. F. 1954. Comparison of Theories and Experiments for the Hydraulic Dam-Break Wave, Publication No. 38 319–328. International Association of Scientific Hydrology.

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