TECHNICAL PAPERS
Aug 1, 1998

Efficient Solution Technique for Dendritic Channel Networks Using FEM

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 8

Abstract

This paper presents an efficient solution algorithm for one-dimensional unsteady flow routing through a dendritic channel network system. The finite element method is used to solve the Saint Venant equations in all branches of the network simultaneously. The maximum active memory required is only 2N× 2N, where N= number of branches in the network. Importantly, the algorithm does not require any special node numbering schemes, and the nodes or elements can be numbered independently for each branch. The algorithm is also suitable for programming using a parallel processing computer. The solution technique can also be extended to finite difference methods.

Get full access to this article

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

References

1.
Abbott, M. B. (1982). “A modelling system for the design and operation of storm-sewer networks.”Engineering applications of computational hydraulics. Vol. 1: Homage to Alexander Priessman, M. B. Abbott and J. A. Cunge, eds., Pitman Publishing, London, U.K., 11–32.
2.
Adeff, S. E., and Wang, S. Y. (1985). “Hydrodynamic model of river flow on a microcomputer.”Hydraulics and hydrology in the small computer age, Vol. 2, W. R. Wardrop, ed., ASCE, Reston, Va., 1017–1023.
3.
Akan, A. O., and Yen, B. C.(1981). “Diffusion wave flood routing in channel networks.”J. Hydr. Engrg., ASCE, 107(6), 719–732.
4.
Ball, J. E.(1985). “An algorithm for routing unsteady flows in urban drainage networks.”J. Hydr. Res., Delft, The Netherlands, 23(4), 327–341.
5.
Choi, G. W., and Molinas, A.(1993). “Simultaneous solution algorithm for channel network modelling.”Water Resour. Res., 29(2), 321–328.
6.
Cooley, R. L., and Moin, S. A.(1976). “Finite element solution of Saint Venant equations.”J. Hydr. Engrg., ASCE, 102(6), 759–775.
7.
Cunge, J. A., Holly Jr., F. M., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pitman Publishing, London, U.K.
8.
Cunge, J. A., and Wegner, M.(1964). “Integration numerique des equations d'ecoulement de Barre de St. Venant par un schema implicite de differences fines. Application au cas d'un galerie tentot en change tantot a surface lilene.”La Houille Blanche, Grenoble, France, 19(1), 33–39.
9.
Fread, D. L.(1973). “Technique for implicit dynamic routing in rivers with tributaries.”Water Resour. Res., 9(4), 918–926.
10.
Joliffe, I. B.(1984). “Computation of dynamic waves in channel networks.”J. Hydr. Engrg., ASCE, 110(10), 1358–1370.
11.
Kao, K. H.(1980). “Improved implicit procedure for multichannel surge computations.”Can. J. Civ. Engrg., Ottawa, Canada, 7, 501–512.
12.
Keuning, D. H.(1976). “Application of finite element method to open channel flow.”J. Hydr. Engrg., ASCE, 102(4), 495–468.
13.
King, I. P. (1976). “Finite element for unsteady flow routing through irregular channels.”Finite element in water resources, C. A. Brebbia et al., eds., Pentech Press, London, U.K., 4.165–4.184.
14.
Nguyen, Q. K., and Kawano, H.(1995). “Simultaneous solution for flood routing in channel networks.”J. Hydr. Engrg., ASCE, 121(10), 744–750.
15.
Nwaogazie, F. I. L., and Tyagi, A. K.(1984). “Unified streamflow routing by finite elements.”J. Hydr. Engrg., ASCE, 110(11), 1595–1611.
16.
Schaffranek, R. W., Baltzer, R. A., and Goldberg, D. E. (1981). “A model for simulation of flow in singular and interconnected channels.”Techniques of water resources investigations of the United States Geological Survey, U.S. Geological Survey, Washington, D.C.
17.
Szymkiewicz, R.(1991). “Finite element method for the solution of the St. Venant equation in an open channel network.”J. Hydro., Amsterdam, The Netherlands, 122, 275–281.
18.
Wood, E., Harley, B. M., and Perkins, F. G. (1975). “Transient flow routing in channel networks.”Rep. RR-75-1, IIASA, Laxenburg.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 8August 1998
Pages: 831 - 839

History

Published online: Aug 1, 1998
Published in print: Aug 1998

Permissions

Request permissions for this article.

Authors

Affiliations

D. J. Sen
Central Water Comm., Sewa Bhawan, R. K. Puram, New Delhi 110066, India.
N. K. Garg
Dept. of Civ. Engrg., IIT Delhi, Hauz Khas, New Delhi 110016, India.

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