Pump-and-treat optimization using well locations and pumping rates as decision variables

被引:146
作者
Huang, CL [1 ]
Mayer, AS [1 ]
机构
[1] MICHIGAN TECHNOL UNIV,DEPT GEOL ENGN & SCI,HOUGHTON,MI 49931
关键词
OPTIMAL GROUNDWATER-MANAGEMENT; REMEDIATION; SIMULATION; DESIGN; ALGORITHM;
D O I
10.1029/97WR00366
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A new optimization formulation for dynamic groundwater remediation management is developed by simultaneously using well locations and the corresponding pumping rates as the decision variables. The genetic algorithm is applied to search for optimal pumping rates and the discrete space of well locations. The optimization model is applied to hypothetical, three-dimensional, contaminated aquifer systems with homogeneous and heterogeneous porous media properties. Optimal well locations and pumping rates obtained with the moving-well model are less expensive than solutions obtained with a comparable fixed-well. model. Optimization with a linear objective function formulation identifies some of the optimal well locations obtained with a nonlinear formulation but results in higher pumping rates than the nonlinear formulation and ignores the higher drawdowns produced in low-permeability areas. Optimal well locations are found along the mass centerline of the contaminant plumes and in high-permeability areas in the heterogeneous system. Dynamic pumping rates and well locations produce more cost-effective solutions relative to a static model. The well location search path and convergence behavior indicate that the genetic algorithm is an effective alternative solution scheme and that well location optimization is more important than pumping rate optimization.
引用
收藏
页码:1001 / 1012
页数:12
相关论文
共 25 条
[1]   2-STAGE GROUNDWATER REMEDIATION DESIGN [J].
AHLFELD, D .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1990, 116 (04) :517-529
[2]   WELL LOCATION IN CAPTURE ZONE DESIGN USING SIMULATION AND OPTIMIZATION TECHNIQUES [J].
AHLFELD, DP ;
SAWYER, CS .
GROUND WATER, 1990, 28 (04) :507-512
[3]  
Bear J, 1979, Hydraulics of Groundwater
[4]   OPTIMAL TIME-VARYING PUMPING RATES FOR GROUNDWATER REMEDIATION - APPLICATION OF A CONSTRAINED OPTIMAL-CONTROL ALGORITHM [J].
CHANG, LC ;
SHOEMAKER, CA ;
LIU, PLF .
WATER RESOURCES RESEARCH, 1992, 28 (12) :3157-3173
[5]   DYNAMIC OPTIMAL-CONTROL FOR GROUNDWATER REMEDIATION WITH FLEXIBLE MANAGEMENT PERIODS [J].
CULVER, TB ;
SHOEMAKER, CA .
WATER RESOURCES RESEARCH, 1992, 28 (03) :629-641
[6]  
DAVIS MW, 1987, MATH GEOL, V19, P91
[7]  
DEJONG KA, 1975, THESIS U MICH ANN AR
[8]   OPTIMAL GROUNDWATER-MANAGEMENT .1. SIMULATED ANNEALING [J].
DOUGHERTY, DE ;
MARRYOTT, RA .
WATER RESOURCES RESEARCH, 1991, 27 (10) :2493-2508
[9]  
Goldberg D., 1989, Genetic algorithm in search, optimization, and machine learning
[10]   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