Optimal groundwater remediation under uncertainty using multi-objective optimization

被引:60
作者
Mantoglou, Aristotelis [1 ]
Kourakos, George [1 ]
机构
[1] Natl Tech Univ Athens, Dept Rural & Surveying Engn, GR-15773 Athens, Greece
关键词
groundwater remediation; multi-objective optimization; Monte Carlo simulation; uncertain hydraulic conductivity; critical realizations;
D O I
10.1007/s11269-006-9109-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A methodology is developed for optimal remediation of groundwater aquifers under hydraulic conductivity uncertainty. A multi-objective management method based on a pump-and-treat remediation technology, is proposed. The pumping rates and well locations are the decision variables and two objectives are chosen: minimization of contaminated groundwater in the aquifer and minimization of remediation cost. A Monte Carlo simulation method is used to cope with hydraulic conductivity uncertainty. A number of equally probable realizations of hydraulic conductivity are created and a Pareto front is obtained using a modified multi-objective Genetic Algorithm. A penalty function is utilized to maintain the algebraic sum of pumping and recharging rates equal to zero. Since Monte Carlo simulations are CPU time consuming, a method is proposed to identify the few significant realizations which have an effect on the optimal solution (critical realizations). A Pareto front with an assigned probability is derived, so that the decision maker can make decisions with specified reliability. In a case study with 100 realizations, only 11 realizations were found critical and need be considered. The remaining 89 realizations consistently obtain low ranks for all designs considered and do not affect decisions at 95% reliability level. Thus these realizations need not be considered which implies a 89% savings in computer time. The designs obtained using the critical realizations, retain a similar reliability for new realizations not considered in the design process.
引用
收藏
页码:835 / 847
页数:13
相关论文
共 15 条
[1]   OPTIMIZATION OF THE PUMPING SCHEDULE IN AQUIFER REMEDIATION UNDER UNCERTAINTY [J].
ANDRICEVIC, R ;
KITANIDIS, PK .
WATER RESOURCES RESEARCH, 1990, 26 (05) :875-885
[2]   Multi-objective optimal design of groundwater remediation systems: application of the niched Pareto genetic algorithm (NPGA) [J].
Erickson, M ;
Mayer, A ;
Horn, J .
ADVANCES IN WATER RESOURCES, 2002, 25 (01) :51-65
[3]   Adaptive hybrid genetic algorithm for groundwater remediation design [J].
Espinoza, FP ;
Minsker, BS ;
Goldberg, DE .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2005, 131 (01) :14-24
[4]  
GEN M, 2000, GENETIC ALGORITHMS E, V495
[5]   Optimal remediation with well locations and pumping rates selected as continuous decision variables [J].
Guan, J ;
Aral, MM .
JOURNAL OF HYDROLOGY, 1999, 221 (1-2) :20-42
[6]   THE TURNING BANDS METHOD FOR SIMULATION OF RANDOM-FIELDS USING LINE GENERATION BY A SPECTRAL METHOD [J].
MANTOGLOU, A ;
WILSON, JL .
WATER RESOURCES RESEARCH, 1982, 18 (05) :1379-1394
[7]   Groundwater remediation strategy using global optimization algorithms [J].
Maskey, S ;
Jonoski, A ;
Solomatine, DP .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2002, 128 (06) :431-440
[8]  
MCDONALD GM, 1988, 06A1 US GEOL SURV
[9]   Pump and treat ground-water remediation system optimization [J].
McKinney, DC ;
Lin, MD .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1996, 122 (02) :128-136
[10]   Multi-objective optimization of pumping rates and well placement in coastal aquifers [J].
Park, CH ;
Aral, MM .
JOURNAL OF HYDROLOGY, 2004, 290 (1-2) :80-99