Large-Scale Nonlinear Conjunctive Use Optimization Problem: Decomposition Algorithm

被引:40
作者
Afshar, Abbas [1 ,2 ]
Zahraei, Ali
Marino, Miguel A. [3 ,4 ]
机构
[1] IUST, Dept Civil & Environm Engn, Tehran 16846, Iran
[2] IUST, Envirohydroinformat Ctr Excellence, Tehran 16846, Iran
[3] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[4] Univ Calif Davis, Hydrol Program, Davis, CA 95616 USA
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 2010年 / 136卷 / 01期
关键词
Hybrid methods; Decomposition; Genetic algorithms; cyclic storage; Hydraulic design; Operation; CYCLIC-STORAGE; GENETIC ALGORITHM; MANAGEMENT MODELS; WATER MANAGEMENT; SURFACE-WATER; GROUNDWATER; SYSTEMS;
D O I
10.1061/(ASCE)0733-9496(2010)136:1(59)
中图分类号
TU [建筑科学];
学科分类号
081407 [建筑环境与能源工程];
摘要
A cyclic storage (CS) system is defined as physically-integrated and operationally interconnected surface water and ground-water subsystems with full direct interactions between the subsystems. The proposed definition treats surface and subsurface impoundment subsystems as competing and potentially interconnected parallel storage facilities that minimize most of the problems associated with large-scale surface impoundments for water supply purposes. This paper emphasizes on the development and implementation of a hybrid two-stage genetic algorithm (GA)-linear programming (LP) algorithm to optimize the design and operation of a nonlinear, nonconvex, and large-scale semidistributed, CS system in an irrigable area. Performance of the proposed model is tested with a 240-period problem where other approaches failed to locate a feasible solution. For optimal operation of the system, a set of operating rules are developed for the joint utilization of surface and subsurface storage capacities to meet a predefined demand minimizing construction and operation cost over a 20-seasonal planning period. Results show that CS dominates a noncyclic storage system both in cost and operation flexibility.
引用
收藏
页码:59 / 71
页数:13
相关论文
共 24 条
[1]
*ABKH CONS ENG, 2000, REP STUD KIN DAM, P35505
[2]
Afshar A, 2008, INT J CIV ENG, V6, P34
[3]
Heterogeneous computing and parallel genetic algorithms [J].
Alba, E ;
Nebro, AJ ;
Troya, JM .
JOURNAL OF PARALLEL AND DISTRIBUTED COMPUTING, 2002, 62 (09) :1362-1385
[4]
Alimohammadi S, 2005, P 5 WSEAS IASME INT, P17
[5]
ALIMOHAMMADI S, 2005, THESIS IRAN U SCI TE
[6]
Alimohammadi S, 2009, J AM WATER WORKS ASS, V101, P90
[7]
[Anonymous], LINGO US GUID
[8]
[Anonymous], 1988, TECHNIQUES WATER RES
[9]
Conjunctive-management models for sustained yield of stream-aquifer systems [J].
Barlow, PM ;
Ahlfeld, DP ;
Dickerman, DC .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2003, 129 (01) :35-48
[10]
δ-Form approximating problem for a conjunctive water resource management model [J].
Basagaoglu, H ;
Mariño, MA ;
Shumway, RH .
ADVANCES IN WATER RESOURCES, 1999, 23 (01) :69-81