LOCATION ANALYSIS IN GROUNDWATER REMEDIATION USING NEURAL NETWORKS

被引:47
作者
JOHNSON, VM [1 ]
ROGERS, LL [1 ]
机构
[1] LAWRENCE LIVERMORE NATL LAB,DIV EARTH SCI,LIVERMORE,CA 94551
关键词
D O I
10.1111/j.1745-6584.1995.tb00021.x
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Formal optimization techniques, of the kind developed in operations research to aid business decision-making, show promise as tools for controlling the high costs of ground-water remediation. A major barrier to the adoption of these tools in the industry, however, is the burden they place on the computational resources of an organization, Whenever a new pumping strategy is considered, a flow and transport model must be called to evaluate its effectiveness, Since it is common for optimization techniques to examine hundreds of strategies, at the very least, the bottleneck caused by the modeling step quickly becomes prohibitive, A method has been developed which uses artificial neural networks to substitute for the full model, permitting millions of strategies to be evaluated within reasonable time-frames on conventional computer equipment, This method was applied to a 28-location pump-and-treat problem at a western Superfund site. Networks were first trained to predict mass-extraction and containment information normally generated by the 2-D model SUTRA, They were then used in an optimization procedure to identify 250 (out of over 4 million) pumping patterns which met restoration goals at minimum cost. Analyses of the winning patterns classified individual locations as popular vs, unpopular, Sensitivity analyses on each location further distinguished: (1) locations which were strong performers under most circumstances from those which depended on other locations, and (2) locations which didn't aid the cleanup from those which were actually detrimental to it. All these analyses were made possible by the rapid evaluation of patterns provided by the neural networks.
引用
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页码:749 / 758
页数:10
相关论文
共 24 条
[1]  
AHLFELD DP, 1988, WATER RESOUR RES, V24, P442
[2]   A NEURAL-NETWORK APPROACH TO THE DETERMINATION OF AQUIFER PARAMETERS [J].
AZIZ, ARA ;
WONG, KFV .
GROUND WATER, 1992, 30 (02) :164-166
[3]  
Dayhoff JE., 1990, NEURAL NETWORK ARCHI
[4]   OPTIMAL GROUNDWATER-MANAGEMENT .1. SIMULATED ANNEALING [J].
DOUGHERTY, DE ;
MARRYOTT, RA .
WATER RESOURCES RESEARCH, 1991, 27 (10) :2493-2508
[5]   AQUIFER RECLAMATION DESIGN - THE USE OF CONTAMINANT TRANSPORT SIMULATION COMBINED WITH NONLINEAR-PROGRAMMING [J].
GORELICK, SM ;
VOSS, CI ;
GILL, PE ;
MURRAY, W ;
SAUNDERS, MA ;
WRIGHT, MH .
WATER RESOURCES RESEARCH, 1984, 20 (04) :415-427
[7]  
Holland J., 1989, GENETIC ALGORITHMS S
[8]  
Illingworth WT, 1990, PRACTICAL GUIDE NEUR
[9]  
Kalos M. H., 1986, MONTE CARLO METHODS
[10]   BEHAVIOR OF SENSITIVITIES IN THE ONE-DIMENSIONAL ADVECTION-DISPERSION EQUATION - IMPLICATIONS FOR PARAMETER-ESTIMATION AND SAMPLING DESIGN [J].
KNOPMAN, DS ;
VOSS, CI .
WATER RESOURCES RESEARCH, 1987, 23 (02) :253-272