DISCUSSIONS AND CLOSURES
Nov 1, 2007

Discussion of “Vertical Dispersion of Fine and Coarse Sediments in Turbulent Open-Channel Flows” by Xudong Fu, Guangqian Wang, and Xuejun Shao

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Hydraulic Engineering
Volume 133, Issue 11
First page of PDF

Get full access to this article

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

References

Kaushal, D. R., Sato, K., Toyota, T., Funatsu, K., and Tomita, Y. (2005). “Effect of particle size distribution on pressure drop and concentration profile in pipeline flow of highly concentrated slurry.” Int. J. Multiphase Flow, 31(7), 809–823.
Kaushal, D. R., and Tomita, Y. (2002). “An improved method for predicting pressure drop along slurry pipeline.” Part. Sci. Technol., 20(4), 305–324.
Kaushal, D. R., and Tomita, Y. (2003). “An improved method for predicting solids concentration profiles in slurry flow through pipeline, rectangular duct and open channel.” J. Hydrosci. Hydr. Eng., 21(2), 103–124.
Morales, P. G. (1976). Estidio teorico-experimental de una canaleta de relaves, M.Tech. Project, University of Chile (in Spanish).
Richardson, J. F., and Zaki, W. M. (1954). “Sedimentation and fluidization. Part 1.” Trans. Inst. Chem. Eng., 32, 35–53.
Samaga, B. R., Ranga Raju, K. G., and Garde, R. J. (1985). “Concentration distribution of sediment mixtures in open-channel flow.” J. Hydraul. Res., 23(5), 467–482.
Van Rijn, L. C. (1987). “Mathematical modelling of morphological processes in the case of suspended sediment transport.” Ph.D. thesis, Delft, The Netherlands.
Vanoni, V. A. (1946). “Transportation of suspended sediment by water.” Trans. Am. Soc. Civ. Eng., 111, 67–85.
Winterwerp, J. C., de Groot, M. B., Mastergen, D. R., and Verwoert, H. (1990). “Hyperconcentrated sand–water mixture flows over a flat bed.” J. Hydraul. Eng., 116(1), 36–53.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 11November 2007
Pages: 1292 - 1294

History

Published online: Nov 1, 2007
Published in print: Nov 2007

Permissions

Request permissions for this article.

Notes

Note. Associate Editor:

Authors

Affiliations

D. R. Kaushal [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Hauz Khas, New Delhi 110 016, India. E-mail: [email protected]

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