A global sensitivity analysis tool for the parameters of multi-variable catchment models

被引:905
作者
van Griensven, A. [1 ]
Meixner, T.
Grunwald, S.
Bishop, T.
Diluzio, A.
Srinivasan, R.
机构
[1] Univ Calif Riverside, Riverside, CA 92507 USA
[2] Univ Florida, Dept Soil & Water Sci, Gainesville, FL USA
[3] Texas A&M Univ, Environm Blackland Res & Extens Ctr, Temple, TX 76508 USA
[4] Texas A&M Univ, Spatial Sci Lab, College Stn, TX 77845 USA
基金
美国国家科学基金会;
关键词
model parameters; river; sensitivity analysis; water quality;
D O I
10.1016/j.jhydrol.2005.09.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over-parameterisation is a well-known and often described problem in hydrological models, especially for distributed models. Therefore, methods to reduce the number of parameters via sensitivity analysis are important for the efficient use of these models. This paper describes a novel sampling strategy that is a combination of latin-hypercube and one-factor-at-a-time sampling that allows a global sensitivity analysis for a long list of parameters with only a limited number of model runs. The method is illustrated with an application of the water flow and water quality parameters of the distributed water quality program SWAT, considering flow, suspended sediment, total nitrogen, total phosphorus, nitrate and ammonia outputs at several locations in the Upper North Bosque River catchment in Texas and the Sandusky River catchment in Ohio. The application indicates that the methodology works successfully. The results also show that hydrologic parameters are dominant in controlling water quality predictions. Finally, the sensitivity results are not transferable between basins and thus the analysis needs to be conducted separately for each study catchment. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:10 / 23
页数:14
相关论文
共 34 条
[1]  
[Anonymous], [No title captured]
[2]  
[Anonymous], 1996, Monte Carlo Concepts, Algorithms and Applications
[3]   Large area hydrologic modeling and assessment - Part 1: Model development [J].
Arnold, JG ;
Srinivasan, R ;
Muttiah, RS ;
Williams, JR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1998, 34 (01) :73-89
[4]   CHANGING IDEAS IN HYDROLOGY - THE CASE OF PHYSICALLY-BASED MODELS [J].
BEVEN, K .
JOURNAL OF HYDROLOGY, 1989, 105 (1-2) :157-172
[5]  
Box G, 1976, TIME SERIES ANAL FOR
[6]  
Cukier R.I., 1978, INT J CHEM KINET, V11, P427
[7]  
Di Luzio M, 2002, J AM WATER RESOUR AS, V38, P1127, DOI 10.1111/j.1752-1688.2002.tb05551.x
[8]   Sensitivity analysis of distributed environmental simulation models: understanding the model behaviour in hydrological studies at the catchment scale [J].
Francos, A ;
Elorza, FJ ;
Bouraoui, F ;
Bidoglio, G ;
Galbiati, L .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 2003, 79 (02) :205-218
[9]   UNCERTAINTY AND SENSITIVITY ANALYSIS TECHNIQUES FOR USE IN PERFORMANCE ASSESSMENT FOR RADIOACTIVE-WASTE DISPOSAL [J].
HELTON, JC .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 1993, 42 (2-3) :327-367
[10]   EUTROPHICATION IN PEEL INLET .1. PROBLEM-DEFINING BEHAVIOR AND A MATHEMATICAL-MODEL FOR THE PHOSPHORUS SCENARIO [J].
HORNBERGER, GM ;
SPEAR, RC .
WATER RESEARCH, 1980, 14 (01) :29-42