Discharge through a Permeable Rubble Mound Weir-Reference-Cited by-同舟云学术

Discharge through a Permeable Rubble Mound Weir

Published:2005-01 Issue:1 Volume:131 Page:1-10
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Michioku Kohji¹²³⁴,Maeno Shiro¹²³⁴,Furusawa Takaaki¹²³⁴,Haneda Masanori¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Kobe Univ., 1-1 Rokkodai, Nada, Kobe 657-8501, Japan (corresponding author).

2. Associate Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., 3-1-1 Tsushima-naka, Okayama 700-8530, Japan.

3. Engineer, Construction Technology Institute (CTI) Co. Ltd., 2-31 Hachobori, Nakaku, Hitorsima 730-0013, Japan.

4. Engineer, Hanshin Railway Co. Ltd., 116 Kitashirouchi, Amagasaki 660-0826, Japan.

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%290733-9429%282005%29131%3A1%281%29

Reference32 articles.

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2. A general two-equation macroscopic turbulence model for incompressible flow in porous media

3. Friction factor and Reynold’s number in porous media flow.;Arbhabhirama A.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

4. Bari R. and Hansen D. (2000). “Analyzing flow through mine waste dumps.” Proc. 7th Int. Conf. on Tailings and Mine Waste Balkema Fort Collins Colo. 231–241.

5. Steady non-Darcian seepage through embankments;Basak P.;J. Irrig. Drain. Eng.,1976

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