Comparison of uncertainty analysis methods for a distributed rainfall-runoff model

被引:86
作者
Yu, PS [1 ]
Yang, TC
Chen, SJ
机构
[1] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, Tainan 70101, Taiwan
[2] Natl Cheng Kung Univ, Tainan Hydraul Lab, Tainan 70101, Taiwan
关键词
Monte Carlo; Latin hypercube; Harr's point estimation method; Rosenblueth's point estimation method; rainfall-runoff model; uncertainty analysis;
D O I
10.1016/S0022-1694(01)00328-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A rainfall-runoff model is normally applied to storm events outside of the range of conditions in which it has been successfully calibrated and verified. This investigation examined the uncertainty of model output caused by model calibration parameters. Four methods, the Monte Carlo simulation (MCS), Latin hypercube simulation (LHS), Rosenblueth's point estimation method (RPEM), and Hart's point estimation method (HPEM), were utilized to build uncertainty bounds on an estimated hydrograph. Comparing these four methods indicates that LHS produces analytical results similar to those of MCS. According to our results, the LHS only needs 10% of the number of MCS parameters to achieve similar performance. However, the analysis results from RPEM and HPEM differ markedly from those from MCS due to the very small number of model parameters. (C) 2001 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:43 / 59
页数:17
相关论文
共 35 条
[1]   AN INTRODUCTION TO THE EUROPEAN HYDROLOGICAL SYSTEM - SYSTEME HYDROLOGIQUE EUROPEEN, SHE .2. STRUCTURE OF A PHYSICALLY-BASED, DISTRIBUTED MODELING SYSTEM [J].
ABBOTT, MB ;
BATHURST, JC ;
CUNGE, JA ;
OCONNELL, PE ;
RASMUSSEN, J .
JOURNAL OF HYDROLOGY, 1986, 87 (1-2) :61-77
[2]   NONLINEAR, DISCRETE FLOOD EVENT MODELS .3. ANALYSIS OF PREDICTION UNCERTAINTY [J].
BATES, BC ;
TOWNLEY, LR .
JOURNAL OF HYDROLOGY, 1988, 99 (1-2) :91-101
[3]   THE FUTURE OF DISTRIBUTED MODELS - MODEL CALIBRATION AND UNCERTAINTY PREDICTION [J].
BEVEN, K ;
BINLEY, A .
HYDROLOGICAL PROCESSES, 1992, 6 (03) :279-298
[4]   CHANGING IDEAS IN HYDROLOGY - THE CASE OF PHYSICALLY-BASED MODELS [J].
BEVEN, K .
JOURNAL OF HYDROLOGY, 1989, 105 (1-2) :157-172
[5]   TESTING A PHYSICALLY-BASED FLOOD FORECASTING-MODEL (TOPMODEL) FOR 3 UK CATCHMENTS [J].
BEVEN, KJ ;
KIRKBY, MJ ;
SCHOFIELD, N ;
TAGG, AF .
JOURNAL OF HYDROLOGY, 1984, 69 (1-4) :119-143
[6]  
BEVEN KJ, 1982, 81 I HYDR
[7]   CHANGING RESPONSES IN HYDROLOGY - ASSESSING THE UNCERTAINTY IN PHYSICALLY BASED MODEL PREDICTIONS [J].
BINLEY, AM ;
BEVEN, KJ ;
CALVER, A ;
WATTS, LG .
WATER RESOURCES RESEARCH, 1991, 27 (06) :1253-1261
[8]  
BRAZIL LE, 1987, ENG HYDR C HYDR DIV
[9]  
*COUNC AGR, 1988, SOIL SURV MAPS
[10]  
DISKIN MH, 1978, WATER RESOUR BULL, V14, P903