DISCUSSIONS AND CLOSURES
Apr 1, 2006

Discussion of “Discharge through a Permeable Rubble Mound Weir” by Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori Haneda

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Hydraulic Engineering
Volume 132, Issue 4
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Chanson, H. (1996). “Selection and application of a one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments—discussion.” Can. Geotech. J., 33(1), 199–200.
Chanson, H. (2001). “The hydraulics of stepped chutes and spillways.” Balkema, Lisse, The Netherlands.
Curtis, R. P., and Lawson, J. D. (1967). “Flow over and through rockfill banks.” J. Hydraul. Div., Am. Soc. Civ. Eng., 93(5), 1–21.
Fenton, J. D. (1968). “Hydraulic and stability analyses of rockfill dams.” Res. Rep., Univ. of Melbourne, Dept. of Civil Engineering, Melbourne, Australia.
Kells, J. A. (1993). “Spatially varied flow over rockfill embankments.” J. Jpn. Soc. Hydrol. Water Resour., 20, 820–827.
Kells, J. A. (1995). “Comparison of energy dissipation between Nappe and skimming flow regimes on stepped chutes—Discussion.” J. Hydraul. Res., 33(1), 128–133.
Lawson, J. D. (1987). “Protection of rockfill dams and cofferdams against overflow and throughflow: The Australian experience.” Civil Engrg Trans. I.E.Aust., CE29(3), 138–147.
Macintosh, J. (2004). “Steep gradient waterway stabilization—An innovative design technique.” Proc., 8th National Conf. on Hydraulics in Water Engineering, H. Chanson and J. Macintosh, eds, IEAust., Gold Coast, Australia (CD-Rom).
Olivier, H. (1967). “Through and overflow rockfill dams—New design techniques.” Proc.-Inst. Civ. Eng., 433-471; Discussion, 36, 855–888.
Parkin, A. K., Trolope, D. H., and Lawson, J. D. (1966). “Rockfill structures subject to water flow.” J. Soil Mech. Found. Div., 92(6), 135–151.
Peyras, L., Royet, P., and Degoutte, G. (1991). “Ecoulement et dissipation sur les déversoirs en gradins de gabions.” Houille Blanche, 1, 37–47.
Peyras, L., Royet, P., and Degoutte, G. (1992). “Flow and energy dissipation over stepped Gabion weirs.” J. Hydraul. Eng., 118(5), 707–717.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 4April 2006
Pages: 432 - 433

History

Received: May 25, 2004
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Authors

Affiliations

H. Chanson
Reader, Dept. of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share