Closure to “Discharge through a Permeable Rubble Mound Weir” by Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori Haneda
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VIEW THE REPLYAuthors: Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori HanedaAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 132, Issue 4
0733-9429(2006)132:4(433)/asset/b1f2b1fb-d92e-41fb-85a9-2d67658805d2/assets/(asce)0733-9429(2006)132:4(433).fp.png)
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References
Curtis, R. P., and Lawson, J. D. (1967). “Flow over and through rockfill banks.” J. Hydraul. Div., 93(5), 1–22.
Parkin, A. K., Trollope, D. H., and Lawson, J. D. (1966). “Rockfill structures subject to water flow.” J. Soil Mech. Found. Div. 92(6), 135–151.
Michioku, K. (2003). “Restoration project of the Chikusa River in cooperation with local inhabitants, government and scientists.” Proc., 3rd World Water Forum, Water and Cultural Diversity, 76–77.
Michioku, K., and Maeno, S. (2004). “Study on flow structure and discharge over a permeable rubble mound weir.” Proc., 4th Int. Symp. on Environ. Hydraulics and 14th APD-IAHR, 2, 1801–1808.
Maeno, S., and Michioku, K. (2004). “Numerical simulation of the flow around a rubble mound weir.” Proc., 4th Int. Symp. on Environ. Hydraulics and 14th APD-IAHR, 2, 1809–1815.
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Journal of Hydraulic Engineering
Volume 132 • Issue 4 • April 2006
Pages: 433 - 434
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© 2006 ASCE.
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Published online: Apr 1, 2006
Published in print: Apr 2006
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Authors
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Kohji Michioku
Professor, Dept. of Civil Engineering, Kobe Univ., 1-1 Rokkodai, Nada, Kobe 657-8501, Japan (corresponding author). E-mail: [email protected]
Shiro Maeno
Associate Professor, Dept. of Environmental Design and Civil Engineering, Okayama Univ., 3-1-1 Tsushima-naka, Okayama 700-8530, Japan. E-mail: [email protected]
Takaaki Furusawa
Engineer, Construction Technology Institute CTI Co., Ltd., 2-31 Hachobori, Nakaku, Hiroshima 730-0013, Japan. E-mail: [email protected]
Masanori Haneda
Engineer, Hanshin Railway Co., Ltd., 116 Kitashirouchi, Amagasaki 660-0826, Japan. E-mail: [email protected]
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