TECHNICAL PAPERS
May 1, 1999

Development of Management Models for Sustainable Use of Coastal Aquifers

Publication: Journal of Irrigation and Drainage Engineering
Volume 125, Issue 3

Abstract

A number of nonlinear optimization-based multiple-objective management models for sustainable utilization of coastal aquifers are formulated and solved. The management objectives represent plausible scenarios for planned withdrawal and salinity control in coastal aquifers. The first multiple-objective management model is developed for spatial and temporal control of aquifer salinity through planned pumping (withdrawal) from locations closest to the ocean boundary. The second multiple-objective management model is useful for maximizing sustainable water withdrawal from the aquifer for beneficial uses, while limiting the maximum salinity in the aquifer. The third multiple-objective management model is developed for maximizing sustainable water withdrawal from the aquifer for beneficial uses and minimizing the total pumping at locations adjacent to the ocean boundary to control the salinity in the aquifer. The nonlinear finite-difference form of the steady-state density-dependent miscible flow and salt transport model for seawater intrusion in coastal aquifers is embedded within the constraints of the management model. The constraint method of generating noninferior solutions is used to solve the multiple-objective management problems. The management models are solved for a hypothetical unconfined coastal aquifer system. The projected augmented Lagrangian method of nonlinear programming is used to solve the resulting large-scale optimization problem. The solution results demonstrate the feasibility of the developed optimization models and also the conflicting nature of the various objectives of coastal aquifer management.

Get full access to this article

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

References

1.
Bear, J. ( 1979). Hydraulics of groundwater. McGraw-Hill, New York.
2.
Cohon, J. L., and Marks, D. H. ( 1975). “A review and evaluation of multiobjective programming techniques.” Water Resour. Res., 11(2), 208–220.
3.
Das, A. ( 1995). “Development of nonlinear optimization based single and multiple objective management models for transient 3-D density dependent seawater intrusion in coastal aquifers,” PhD thesis, Civ. Engrg. Dept., Indian Institute of Technology, Kanpur, India.
4.
Das, A., and Datta, B. ( 1995). “Simulation of density dependent 2-D seawater intrusion in coastal aquifers using nonlinear optimization algorithm.” Proc., Am. Water Resour. Assoc. Annual Summer Symp. on Water Resour. and Envir. Hazards: Emphasis on Hydrol. and Cultural Insight in Pacific Rim, American Water Resources Association, Herndon, Va., 277–286.
5.
Das, A., and Datta, B. (1999). “Optimization based solution of density dependent seawater intrusion in coastal aquifers.”J. Hydrologic Engrg., ASCE, in press.
6.
Datta, B., and Peralta, R. C. ( 1986). “Interactive computer graphics-based multiobjective decision-making for regional groundwater management.” Agric. Water Mgmt., Amsterdam, 11, 91–116.
7.
Essaid, H. I. ( 1990). “A multilayered sharp interface model of coupled freshwater and saltwater in coastal systems: model development and application.” Water Resour. Res., 27(7), 1431–1454.
8.
Finney, B. A., Samsuhadi, and Willis, R. (1992). “Quasi-three-dimensional optimization model for Jakarta basin.”J. Water Resour. Plng. and Mgmt. Div., ASCE, 118(1), 18(1), 18–31.
9.
Galeati, G., Gambolati, G., and Neuman, S. P. ( 1992). “Coupled and partially coupled Eulerian-Lagrangian model of freshwater-seawater mixing.” Water Resour. Res., 28(1), 147–165.
10.
Gorelick, S. M. ( 1983). “A review of distributed parameter groundwater management modeling methods.” Water Resour. Res., 19(2), 305–319.
11.
Gorelick, S. M., Voss, C. I., Gill, P. E., Murray, W., Saunders, M. A., and Wright, M. H. ( 1984). “Aquifer reclamation design: the use of contaminant transport simulation combined with nonlinear programming.” Water Resour. Res., 20(4), 415–427.
12.
Huyakorn, P. S., Anderson, P. F., Mercer, J. W., and White Jr., W. O. ( 1987). “Saltwater intrusion in aquifers: development and testing of a three dimensional finite element model.” Water Resour. Res., 23(2), 293–312.
13.
Mercer, J. W., Larson, S. P., and Faust, C. R. ( 1980). “Simulation saltwater interface motion.” Groundwater, 18(4), 374–385.
14.
Murtagh, B. A., and Saunders, M. A. ( 1993). “MINOS 5.4 user's guide.” Tech. Rep. SOL 83-20R, Sys. Optimization Lab., Dept. of Operations Res., Stanford University, Stanford, Calif.
15.
Polo, J. F., and Ramis, F. J. R. ( 1983). “Simulation of salt water freshwater interface motion.” Water Resour. Res., 19(1), 61–68.
16.
Putti, M., and Paniconi, C. ( 1995). “Picard and Newton linearization for the coupled model of saltwater intrusion in aquifers.” Advances in Water Resour., 18(3), 159–170.
17.
Shamir, U., Bear, J., and Gamliel, A. ( 1984). “Optimal annual operation of a coastal aquifer.” Water Resour. Res., 20(4), 435–444.
18.
Todd, D. K. ( 1980). Groundwater hydrology. Wiley, New York.
19.
Willis, R., and Finney, B. A. (1988). “Planning model for optimal control of saltwater intrusion.”J. Water Resour. Plng. and Mgmt. Div., ASCE, 114(2), 163–178.
20.
Yazicigil, H., and Rasheeduddin, M. (1987). “Optimization model for groundwater management in multi-aquifer systems.”J. Water Resour. Plng. and Mgmt. Div., ASCE, 113(2), 257–273.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 125Issue 3May 1999
Pages: 112 - 121

History

Published online: May 1, 1999
Published in print: May 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Sr. Lect., Dept. of Civ. Engrg., Regional Engrg. Coll., Durgapur 713209, West Bengal, India.
Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur 208016, Uttar Pradesh, 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