Solving Unconfined Groundwater Flow Management Problems with Successive Linear Programming
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, 18 Marston Hall, University of Massachusettss, Amherst, MA 01003 (corresponding author). E-mail: ahlfeld@ecs.umass.edu
2. Tighe & Bond, Inc., 53 Southampton Road, Westfield, MA 01085.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%282008%29134%3A5%28404%29
Reference27 articles.
1. Ahlfeld D. P. Barlow P. M. and Mulligan A. E. (2005). “GWM—A ground-water management process for the U.S. Geological Survey Modular Ground-Water Model (MODFLOW-2000).” Open-File Rep. 2005-1072 U.S. Geological Survey Washington D.C.
2. Successive Linear Programming at Exxon
3. IDENTIFICATION OF AN OPTIMAL GROUNDWATER MANAGEMENT STRATEGY IN A CONTAMINATED AQUIFER
4. Danskin W. R. and Freckleton J. R. (1989). “Groundwater flow modeling and optimization techniques applied to high groundwater problems in San Bernardino Calif.” Open-File Rep. 89-75 U.S. Geological Survey Washington D.C.
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