TECHNICAL PAPERS
Jul 1, 1999

Priority Preserving Unit Penalties in Network Flow Modeling

Publication: Journal of Water Resources Planning and Management
Volume 125, Issue 4

Abstract

A general algorithm is presented for determining values for unit cost coefficients that reflect water use priorities for network flow programming models of water resource systems. The overarching principle for setting unit penalties for priority-based operations is that senior unit penalties must exceed the combined junior unit penalties for any feasible competing space-time path through the system for any unit of water potentially available at the senior location. The algorithm accommodates both storage and flow related water uses over multiple periods and accounts for the effects of return flow on flow allocation, which can introduce a complexity that inhibits the use of intuitive or trial-and-error methods for determining cost coefficient values. The approach is formulated initially as a linear program that can be used as a preprocessor to the network flow modeling and is applied to a water-rights model of the Truckee-Carson system. The formulation is generalized for a location connectivity matrix and vector of use priorities.

Get full access to this article

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

References

1.
Andrews, E., Chung, F. I., and Lund, J. R. (1992). “Multilayered, priority-based simulation of conjunctive facilities.”J. Water Resour. Plng. and Mgmt., ASCE, 118(1), 32–53.
2.
ARSP: Acres reservoir simulation package computer modeling program. (1998). Acres International Ltd., Niagara Falls, ON, Canada http://www.acres.com/company/water/arsp.htm〉.
3.
Brendecke, C. M., DeOreo W. B., Payton, E. A., and Rozaklis, L. T. (1989). “Network models of water rights and system operation.”J. Water Resour. Plng. and Mgmt., ASCE, 115(5), 684–698.
4.
Chung, F. I., Archer, M. C., DeVries, J. J. (1989). “Network flow algorithm applied to California aqueduct simulation.”J. Water Resour. Plng. and Mgmt., ASCE, 115(2), 131–147.
5.
Graham, L. P., Labadie, J. W., Hutchison, I. P. G., and Ferguson, K. A. (1986). “Allocation of augmented water supply under a priority water rights system.” Water Resour. Res., 22(7), 1083–1094.
6.
HEC. (1993). “Columbia River Reservoir system analysis: Phase II.” Rep. No. PR-21, Hydrologic Engineering Center, Davis, Calif.
7.
HEC. ( 1994). “HEC-PRM Package: Draft Documentation for Prescriptive Reservoir Model.” Hydrologic Engineering Center, Davis, Calif.
8.
Israel, M. ( 1996). “Modeling water resources management institutions: An application to the Truckee-Carson River system,” PhD dissertation, University of California, Davis, Calif.
9.
Jensen, P. A., and Barnes, J. W. (1980). Network flow programming. Wiley, New York.
10.
Kaministiquia River Watershed management study. (1990). Acres International Ltd, Niagara Falls, ON, Canada, November.
11.
Karamouz, M., Houck, M. H., and Delleur, J. W. (1992). “Optimization and simulation of multiple reservoir systems.”J. Water Resour. Plng. and Mgmt., ASCE, 118(1), 71–81.
12.
Kirby, K. W. ( 1994). “Resolving conflict over reservoir operation: A role for optimization and simulation modeling,” Master's thesis, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
13.
Kuczera, G., and Diment, G. (1988). “General water supply system simulation model: WASP.”J. Water Resour. Plng. and Mgmt., ASCE, 114(4), 365–383.
14.
Labadie, J. ( 1995). MODSIM: Technical manual river basin network model for water rights planning. Colorado State University, Fort Collins, Colo.
15.
Labadie, J. (1997). “Reservoir system optimization models.” Water Resour. Update, (108), 83–110.
16.
Martin, Q. ( 1992). Evaluation of alternative operating rules for the Highland Lakes. Lower Colorado River Authority, Austin, Tex.
17.
Shafer, J. M., Labadie, J. W., and Jones, E. B. (1981). “Analysis of firm water supply under complex institutional constraints.” Water Resour. Bull., 17(3), 373–380.
18.
Sigvaldason, O. T. (1976). “A simulation model for operating a multipurpose multireservoir system.” Water Resour. Res., 12(2), 263–278.
19.
Sun, Y.-H., Yang, S.-L., Yeh, W. W.-G., and Louie, P. W. F. (1996). “Modeling reservoir evaporation losses by generalized networks.”J. Water Resour. Plng. and Mgmt., ASCE, 122(3), 222–226.
20.
Winnipeg River Basin, ARSP modeling. Acres International Ltd., Niagara Falls, ON, Canada, September.
21.
Young, R. A. (1995). “Coping with a severe and sustained drought on the Colorado River: An introduction and overview.” Water Resour. Bull., 31(5), 779–788.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 125Issue 4July 1999
Pages: 205 - 214

History

Received: Jun 24, 1996
Published online: Jul 1, 1999
Published in print: Jul 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Members, ASCE
Envir. Advisor, U.S. Agency for Int. Devel., Washington, D.C.; formerly, Doctoral Student, University of California, Davis, CA 95616. E-mail: [email protected]
Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA. 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