Abstract
A mathematical model is developed for the optimal operation of recharge basins, which is a non-linear optimization problem. The objective of the model is to determine the operation that maximizes the infiltration subject to constraints for continuity, infiltration, groundwater flow, and the physical constraints describing the recharge basins. The model can be solved using a non-linear optimizer such as GAMS-MINOS (Murtagh and Saunders, 1977) or GRG2 (Lasdon and Waren, 1984). An application is presented to illustrate the model.
| Original language | English (US) |
|---|---|
| Title of host publication | Water Resources Planning and Management: Saving a Threatened Resource - In Search of Solutions, Proceedings of the Water Resources Sessions at Water Forum |
| Place of Publication | New York, NY, United States |
| Publisher | Publ by ASCE |
| Pages | 305-309 |
| Number of pages | 5 |
| ISBN (Print) | 0872628760 |
| State | Published - 1992 |
| Event | 1992 National Conference on Water Resources Planning and Management - Water Forum '92 - Baltimore, MD, USA Duration: Aug 2 1992 → Aug 6 1992 |
Other
| Other | 1992 National Conference on Water Resources Planning and Management - Water Forum '92 |
|---|---|
| City | Baltimore, MD, USA |
| Period | 8/2/92 → 8/6/92 |
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ASJC Scopus subject areas
- Environmental Science(all)
Cite this
Optimization model for operation of recharge basins. / Mushtaq, Hasan; Mays, Larry; Lansey, Kevin E.
Water Resources Planning and Management: Saving a Threatened Resource - In Search of Solutions, Proceedings of the Water Resources Sessions at Water Forum. New York, NY, United States : Publ by ASCE, 1992. p. 305-309.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Optimization model for operation of recharge basins
AU - Mushtaq, Hasan
AU - Mays, Larry
AU - Lansey, Kevin E.
PY - 1992
Y1 - 1992
N2 - A mathematical model is developed for the optimal operation of recharge basins, which is a non-linear optimization problem. The objective of the model is to determine the operation that maximizes the infiltration subject to constraints for continuity, infiltration, groundwater flow, and the physical constraints describing the recharge basins. The model can be solved using a non-linear optimizer such as GAMS-MINOS (Murtagh and Saunders, 1977) or GRG2 (Lasdon and Waren, 1984). An application is presented to illustrate the model.
AB - A mathematical model is developed for the optimal operation of recharge basins, which is a non-linear optimization problem. The objective of the model is to determine the operation that maximizes the infiltration subject to constraints for continuity, infiltration, groundwater flow, and the physical constraints describing the recharge basins. The model can be solved using a non-linear optimizer such as GAMS-MINOS (Murtagh and Saunders, 1977) or GRG2 (Lasdon and Waren, 1984). An application is presented to illustrate the model.
UR - http://www.scopus.com/inward/record.url?scp=0026961819&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0026961819&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0026961819
SN - 0872628760
SP - 305
EP - 309
BT - Water Resources Planning and Management: Saving a Threatened Resource - In Search of Solutions, Proceedings of the Water Resources Sessions at Water Forum
PB - Publ by ASCE
CY - New York, NY, United States
ER -