Risk-based optimization of large flood-diversion systems using genetic algorithms

被引:39
作者
Afshar, Abbas [1 ]
Rasekh, Amin [1 ]
Afshar, Mohamad H. [1 ]
机构
[1] Iran Univ Sci & Technol, Dept Civil Engn, Tehran, Iran
关键词
risk-based design; flood-diversion system; genetic algorithms; uncertainty analysis; HYDROLOGIC UNCERTAINTIES; HYDRAULIC STRUCTURES; SPILLWAY CAPACITY; DESIGN-EVENTS; ESTIMATOR; INTERVAL; DAM;
D O I
10.1080/03052150802433213
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article presents a robust and efficient risk-based genetic-algorithm model for the optimal design of large, temporary flood-diversion systems, in which the routing effect may not be disregarded. This article integrates the flood-routing process and uncertainties in flood-magnitude estimator, as well as the hydraulic uncertainties, into an optimization model. A modification to parameter uncertainty modelling is proposed that is verified using Monte Carlo simulation technique. System design capacity and dimensions are explicitly treated as decision variables. The performance of the model is demonstrated using a hypothetical case example. Furthermore, a series of sensitivity analyses are conducted to assess the effect of uncertainties in damage cost and construction time on the final results. The results indicate that these factors, as well as consideration of flood routing, could have a significant effect on the optimum design capacity of the system.
引用
收藏
页码:259 / 273
页数:15
相关论文
共 27 条
[1]  
Abrishamchi A, 2003, IRAN J SCI TECHNOL, V27, P111
[2]   OPTIMIZING SPILLWAY CAPACITY WITH UNCERTAINTY IN FLOOD ESTIMATOR [J].
AFSHAR, A ;
MARINO, MA .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1990, 116 (01) :71-84
[3]   OPTIMIZING RIVER DIVERSION UNDER HYDRAULIC AND HYDROLOGIC UNCERTAINTIES [J].
AFSHAR, A ;
BARKHORDARY, A ;
MARINO, MA .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1994, 120 (01) :36-47
[4]  
AFSHAR A, 1987, DESIGN HYDRAULIC STR
[5]  
ARON G, 1982, WATER RESOUR BULL, V18, P95
[6]   EVALUATION OF UNCERTAINTY IN FLOOD MAGNITUDE ESTIMATOR ON ANNUAL EXPECTED DAMAGE COSTS OF HYDRAULIC STRUCTURES [J].
BAO, YX ;
TUNG, YK ;
HASFURTHER, VR .
WATER RESOURCES RESEARCH, 1987, 23 (11) :2023-2029
[7]   FITTING THE PEARSON TYPE-3 DISTRIBUTION IN PRACTICE - COMMENT [J].
BOBEE, B .
WATER RESOURCES RESEARCH, 1979, 15 (03) :730-730
[8]   CONFIDENCE-INTERVAL FOR DESIGN FLOODS WITH ESTIMATED SKEW COEFFICIENT [J].
CHOWDHURY, JU ;
STEDINGER, JR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (07) :811-831
[9]   A globally convergent Lagrangian barrier algorithm for optimization with general inequality constraints and simple bounds [J].
Conn, AR ;
Gould, N ;
Toint, PL .
MATHEMATICS OF COMPUTATION, 1997, 66 (217) :261-+
[10]  
FAHLBUSCH FE, 1999, HYDROPOWER DAMS, V6, P120