TECHNICAL PAPERS
Mar 1, 1994

New Methodology for Optimization of Freshwater Inflows to Estuaries

Publication: Journal of Water Resources Planning and Management
Volume 120, Issue 2

Abstract

The objective of this work is to develop a general methodology for determination of the optimal freshwater inflows into bays and estuaries to balance freshwater demands with the harvest of various types of estuarine resources. The methodology is based upon solving a large‐scale nonlinear programming problem formulated in an optimal‐control framework. Constraints of the optimization problem include regression equations for harvest of the various species that express fishery harvest as a function of the quantity of freshwater inflow. The stochastic element of the problem (i.e. the uncertainty associated with the regression equations for harvest) is considered by expressing constraints in a chance‐constrained formulation. A nonlinear programming optimizer is interfaced with a hydrodynamic transport model to implicitly solve the hydrodynamic‐salinity constraint equations for salinity levels. An augmented Lagrangian method is introduced to incorporate the salinity constraints into the objective so that the problem size for the optimizer is significantly reduced. A computer model OPTFLOW has been developed by interfacing a simulator for the hydrodynamic‐salinity (HYD‐SAL) with a nonlinear optimizer (GRG2) to apply the methodology by the present writers in an accompanying companion paper. An efficient approximation scheme is developed for evaluation of the objective function and its reduced gradient to reduce the computational effort dramatically. The new methodology can provide a very useful tool for decision makers to quantitatively analyze various water‐management strategies.

Get full access to this article

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

References

1.
Bao, Y. X. (1992). “Methodology for determining the optimal freshwater inflows into bays and estuaries,” PhD dissertation, Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, Tex.
2.
Bao, Y. X., Tung, Y. K., Mays, L. W., and Ward, G. H. Jr. (1989). “Analysis of the effect of freshwater inflows on estuary fishery resources.” Tech. Memo 89‐2. Center for Research in Water Resources, Univ. of Texas at Austin, Austin, Tex.
3.
Bao, Y. X., and Mays, L. W. (1994). “Optimization of freshwater inflows to Lavaca‐Tres Palacios, Texas, estuary.” J. Water Resour. Plng. and Mgmt., ASCE, 120(2), 218–236.
4.
Brandes, R. J., Johnson, A. E., Icemena, K. R., and Masch, F. D. (1975). “Computer program documentation for the dynamic estuary model with application to Sabine Lake estuarine system.” Final Rep. to Texas Water Development Board, Water Resources Engineers, Inc., Austin, Tex.
5.
Froehich, D. C. (1989). “Finite element surface‐water modeling system: two‐dimensional flow in a horizontal plane users manual.” Tech. Rep. FHWA‐RD‐88‐177, Federal Highway Administration Office of Research, Development, and Technology, McClean, Va.
6.
“Hydrological and biological studies of the Colorado River delta, Texas.” (1978). Rep. LP‐79, Texas Department of Water Resources, Austin, Tex.
7.
Lasdon, L. S., and Waren, A. D. (1989). GRG2 user's guide. Dept. of General Business, Univ. of Texas at Austin, Austin, Tex.
8.
“Lavaca‐Tres Palacios estuary: a study of the influence of freshwater flows.” (1980). Rep. LP‐106, Texas Department of Water Resources, Austin, Tex.
9.
Leendertse, J. J. (1967a). Aspects of a computational model for long‐period water wave propagation. The Rand Corp., Santa Monica, Calif.
10.
Leendertse, J. J. (1967b). “Aspects of computational model for well‐mixed estuaries and coastal seas.” RM 5294‐PR, The Rand Corp., Santa Monica, Calif.
11.
Martin, Q. W. (1987). “Estimating freshwater inflow needs for Texas estuaries by mathematical programming.” Water Resour. Res., 23(2), 230–238.
12.
“Mathematical simulation capabilities in water resource systems analysis.” (1979). Rep. LP‐16, Texas Department of Water Resources, Austin, Tex.
13.
Matsumoto, J. (1992). User's manual for the Texas Water Development Board's circulation and salinity model: TXBLEND.” Texas Water Development Board, Austin, Tex.
14.
Tung, Y. K., Bao, Y. X., Mays, L. W., and Ward, G. (1990). “Optimization of freshwater inflow to estuaries.” J. Water Resour. Plng. and Mgmt., 116(4).
15.
Lynch, D. R., and Gray, W. G. (1979). “A wave equation model for finite element tidal computations.” Comp. and Fluids, 7, 207–228.
16.
Ward, G. H., and Espey, W. H. (1971). “Estuarine modeling: an assesment.” EPA16070 DZV, U.S. Government Printing Office, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 120Issue 2March 1994
Pages: 199 - 217

History

Received: Dec 22, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Yixing Bao, Associate Member, ASCE
Hydro., Texas Water Development Board, P.O. Box 13231, Austin, TX 78711‐3231
Larry W. Mays, Member, ASCE
Chair and Prof., Dept. of Civ. Engrg., Arizona State Univ., Tempe, AZ 85287

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