OPTIMAL USE OF THE SCE-UA GLOBAL OPTIMIZATION METHOD FOR CALIBRATING WATERSHED MODELS

被引:1048
作者
DUAN, QY
SOROOSHIAN, S
GUPTA, VK
机构
[1] UNIV ARIZONA,DEPT HYDROL & WATER RESOURCES,TUCSON,AZ 85721
[2] NOAA,NATL WEATHER SERV,NWS,SILVER SPRING,MD 20910
关键词
D O I
10.1016/0022-1694(94)90057-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The difficulties involved in calibrating conceptual watershed models have, in the past, been partly attributable to the lack of robust optimization tools. Recently, a global optimization method known as the SCE-UA (shuffled complex evolution method developed at The University of Arizona) has shown promise as an effective and efficient optimization technique for calibrating watershed models. Experience with the method has indicated that the effectiveness and efficiency of the algorithm are influenced by the choice of the algorithmic parameters. This paper first reviews the essential concepts of the SCE-UA method and then presents the results of several experimental studies in which the National Weather Service river forecast system-soil moisture accounting (NWSRFS-SMA) model, used by the National Weather Service for river and flood forecasting, was calibrated using different algorithmic parameter setups. On the basis of these results, the recommended values for the algorithmic parameters are given. These values should also help to provide guidelines for other users of the SCE-UA method.
引用
收藏
页码:265 / 284
页数:20
相关论文
共 32 条
[1]  
[Anonymous], 1973, GEN STREAMFLOW SIMUL
[2]   EXPERT SYSTEM FOR CALIBRATING SWMM [J].
BAFFAUT, C ;
DELLEUR, JW .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1989, 115 (03) :278-298
[3]  
Brazil L.E., 1988, THESIS COLORADO STAT
[4]  
BRAZIL LE, 1980, WATER RELATED LAND R, P457
[5]   SHUFFLED COMPLEX EVOLUTION APPROACH FOR EFFECTIVE AND EFFICIENT GLOBAL MINIMIZATION [J].
DUAN, QY ;
GUPTA, VK ;
SOROOSHIAN, S .
JOURNAL OF OPTIMIZATION THEORY AND APPLICATIONS, 1993, 76 (03) :501-521
[6]   EFFECTIVE AND EFFICIENT GLOBAL OPTIMIZATION FOR CONCEPTUAL RAINFALL-RUNOFF MODELS [J].
DUAN, QY ;
SOROOSHIAN, S ;
GUPTA, V .
WATER RESOURCES RESEARCH, 1992, 28 (04) :1015-1031
[7]   A MAXIMUM-LIKELIHOOD CRITERION FOR USE WITH DATA COLLECTED AT UNEQUAL TIME INTERVALS [J].
DUAN, QY ;
SOROOSHIAN, S ;
IBBITT, RP .
WATER RESOURCES RESEARCH, 1988, 24 (07) :1163-1173
[8]   UNIQUENESS AND OBSERVABILITY OF CONCEPTUAL RAINFALL-RUNOFF MODEL PARAMETERS - THE PERCOLATION PROCESS EXAMINED [J].
GUPTA, VK ;
SOROOSHIAN, S .
WATER RESOURCES RESEARCH, 1983, 19 (01) :269-276
[9]  
HARLIN J, 1991, NORD HYDROL, V22, P15
[10]   COMPARISON OF NEWTON-TYPE AND DIRECT SEARCH ALGORITHMS FOR CALIBRATION OF CONCEPTUAL RAINFALL-RUNOFF MODELS [J].
HENDRICKSON, JD ;
SOROOSHIAN, S ;
BRAZIL, LE .
WATER RESOURCES RESEARCH, 1988, 24 (05) :691-700