Constraint handling for genetic algorithms in optimal remediation design

被引:70
作者
Hilton, ABC [1 ]
Culver, TB
机构
[1] Florida A&M Univ Florida State Univ Coll Engn, Dept Civil Engn, Tallahassee, FL 32310 USA
[2] Univ Virginia, Dept Civil Engn, Charlottesville, VA 22903 USA
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 2000年 / 126卷 / 03期
关键词
D O I
10.1061/(ASCE)0733-9496(2000)126:3(128)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There often is difficulty enforcing the given constraints when applying a genetic algorithm (a flexible stochastic search method) to optimal ground-water remediation design problems. This paper compares two methods for constraint handling within the genetic algorithm framework. The first method, the additive penalty method (APM), is a commonly used penalty function approach in which a penalty cost proportional to the total constraints violation is added to the objective function. The second method, the multiplicative penalty method (MPM), multiplies the objective function by a factor proportional to the total constraints violation. The APM and MPM, using constant and generation-varying constraint weights, are applied to two pump-and-treat design examples. Overall, the application of the APM resulted in infeasible solutions with small-to-moderate total constraints violations. With the MPM, a set of feasible and near-optimal policies was readily identified for both examples. Additionally, the MPM converges to the solution faster than the APM. These results demonstrate that the MPM is a robust method, capable of finding feasible and optimal or near-optimal solutions while using a range of weights.
引用
收藏
页码:128 / 137
页数:10
相关论文
共 34 条
[1]   Presence of nonconvexity in groundwater concentration response functions [J].
Ahlfeld, DP ;
Sprong, MP .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1998, 124 (01) :8-14
[2]   OPTIMAL GROUNDWATER REMEDIATION METHODS APPLIED TO A SUPERFUND SITE - FROM FORMULATION TO IMPLEMENTATION [J].
AHLFELD, DP ;
PAGE, RH ;
PINDER, GF .
GROUND WATER, 1995, 33 (01) :58-70
[3]   The sensitivity of remedial strategies to design criteria [J].
Ahlfeld, DP ;
Hill, EH .
GROUND WATER, 1996, 34 (02) :341-348
[4]  
[Anonymous], 1989, GENETIC ALGORITHM SE
[5]   HYDRAULIC-GRADIENT CONTROL FOR GROUNDWATER CONTAMINANT REMOVAL [J].
ATWOOD, DF ;
GORELICK, SM .
JOURNAL OF HYDROLOGY, 1985, 76 (1-2) :85-106
[6]  
CARLSON SE, 1995, P 2 ANN JOINT C INF, P663
[7]  
CARLSON SE, 1996, ANNEALING GENETIC AL
[8]   USING GENETIC ALGORITHMS TO SOLVE A MULTIOBJECTIVE GROUNDWATER MONITORING PROBLEM [J].
CIENIAWSKI, SE ;
EHEART, JW ;
RANJITHAN, S .
WATER RESOURCES RESEARCH, 1995, 31 (02) :399-409
[9]   Dynamic optimal ground-water reclamation with treatment capital costs [J].
Culver, TB ;
Shoemaker, CA .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1997, 123 (01) :23-29
[10]   DYNAMIC OPTIMAL-CONTROL FOR GROUNDWATER REMEDIATION WITH FLEXIBLE MANAGEMENT PERIODS [J].
CULVER, TB ;
SHOEMAKER, CA .
WATER RESOURCES RESEARCH, 1992, 28 (03) :629-641