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Sensitivity Analysis for Hydraulic Models
被引:75
|作者:
Hall, Jim W.
[1
]
Boyce, Shawn A.
[2
]
Wang, Yueling
[1
]
Dawson, Richard J.
Tarantola, Stefano
[3
]
Saltelli, Andrea
[3
]
机构:
[1] Univ Newcastle, Sch Civil Engn & Geosci, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
[2] Caribbean Inst Meteorol & Hydrol, Husbands, Barbados
[3] European Commiss, Joint Res Ctr, I-21020 Ispra, VA, Italy
基金:
英国工程与自然科学研究理事会;
关键词:
COUPLED REACTION SYSTEMS;
RATE COEFFICIENTS;
FLOOD RISK;
UNCERTAINTY;
PROBABILITY;
SIMULATION;
SOIL;
D O I:
10.1061/(ASCE)HY.1943-7900.0000098
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Sensitivity analysis is well recognized as being an important aspect of the responsible use of hydraulic models. This paper reviews a range of methods for sensitivity analysis. Two applications, one to a simple pipe bend example and the second to an advanced Shallow Water Equation solver, illustrate the deficiencies of standardized regression coefficients in the context of functionally nonlinear models. Derivatives and other local methods of sensitivity analysis are shown to give an incomplete picture of model response over the range of variability in the model inputs. The use of global variance-based sensitivity analysis is shown to be more general in its applicability and in its capacity to reflect nonlinear processes and the effects of interactions among variables.
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页码:959 / 969
页数:11
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