Discussion of “Discharge through a Permeable Rubble Mound Weir” by Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori Haneda
Author:
Affiliation:
1. Reader, Dept. of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.
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%282006%29132%3A4%28432%29
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3. Flow over and through rockfill banks;Curtis R. P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1967
4. Fenton J. D. (1968). “Hydraulic and stability analyses of rockfill dams.” Res. Rep. Univ. of Melbourne Dept. of Civil Engineering Melbourne Australia.
5. Spatially varied flow over rockfill embankments;Kells J. A.;J. Jpn. Soc. Hydrol. Water Resour.,1993
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