DISCUSSIONS AND CLOSURES
Nov 1, 2000

Application of 3D Mobile Bed, Hydrodynamic Model

Publication: Journal of Hydraulic Engineering
Volume 126, 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

1.
Casulli, V., and Stelling, G. S. (1998). “Simulation of curved open channel flow by three dimensional Quasi-hydrostatic, free surface flow.”J. Hydr. Engrg., ASCE, 124(7), 687–698.
2.
Huang, W., and Sapulding, M. (1995). “3D model of estuarine circulation and water quality induced by surface discharges.”J. Hydr. Engrg., ASCE, 121(4), 300–311.
3.
Leendertse, J. J. ( 1967). “Aspects of a computational model for long period water wave propagation.” RM-5294-PR, The Rand Corporation.
4.
Li, Y. S., and Zhan, J. M. (1998). “Three-dimensional finite element model for stratified coastal seas.”J. Hydr. Engrg., ASCE, 124(7), 699–703.
5.
Lin, B., and Falconer, R. A. (1996). “Numerical modelling of three-dimensional suspended sediment for estuarine and coastal waters.”J. Hydr. Res., Delft, The Netherlands, 34(4), 435–456.
6.
Lu, Q. ( 1997). “3D numerical modelling of sediment transport with a new solution adaptive grid technique.” Proc., 27th Congr. of IAHR, ASCE, New York, 25–31.
7.
Sheng, P. ( 1987). “On modelling three-dimensional estuarine and marine hydrodynamics.” Three-dimensional model of marine and estuarine dynamics, J. C. J. Nihoul and B. M. Jamart, eds., Elsevier, Amsterdam, 35–53.
8.
Wang, S. Y., and Yafer, J. ( 1996). “Verification and refinement of free surface flow model.” Environmental and coastal hydraulics, ASCE, New York, 853–869.
9.
Weare, T. J. ( 1979). “Errors arising from irregular boundaries in ADI solutions of the shallow-water equations.” Int. J. Numer. Methods in Engrg., 14, 921–931.
10.
Wilders, P., Van Stijn, G. S., Stelling, G. A., and Fokkema. ( 1988). “A fully implicit splitting method for accurate tidal computations.” Int. J. Numer. Methods in Engrg., 26, 2707–2721.
11.
Ye, J., and McCorquodale, J. A. (1998). “Simulation of curved open channel flow by three-dimensional hydrodynamic model.”J. Hydr. Engrg., ASCE, 124(7).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 11November 2000
Pages: 858 - 860

History

Published online: Nov 1, 2000
Published in print: Nov 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Chf. Res. Ofcr., Mathematical Modelling Ctr., Central Water and Power Research Station, Khadakwasla, Pune 411 024 (MS), India. E-mail: [email protected]
Joint Dir., Mathematical Modelling Ctr., Central Water and Power Research Station, Khadakwasla, Pune 411 024 (MS), 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