Separating natural and epistemic uncertainty in flood frequency analysis

被引:152
作者
Merz, B [1 ]
Thieken, AH [1 ]
机构
[1] Geoforschungszentrum Potsdam, Sect Engn Hydrol, D-14473 Potsdam, Germany
关键词
flood estimation; frequency analysis; uncertainty; variability;
D O I
10.1016/j.jhydrol.2004.11.015
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although there are many sources of uncertainty it is important to recognise two basic kinds of uncertainty that are fundamentally different from each other: natural and epistemic uncertainty. Natural uncertainty sterns front variability of the underlying stochastic process. Epistemic uncertainty results from incomplete knowledge about the process under study. The paper looks at the difference between these two kinds of uncertainty in flood frequency analysis, Natural uncertainty is incorporated in the distribution function of the annual maximum series from which the flood design criteria (e.g. annual failure probability, AFP) is derived. Sampling uncertainty and model uncertainty are two epistemic uncertainty sources. Sampling uncertainty is represented by probability distribution for AFP. The deign criteria AFP is considered as random variable whereas the uncertainty of AFP depends oil the knowledge of the analyst. It is shown how more data steepen the cumulative distribution function (cdf) of AFP, and, therefore, decrease the uncertainty about AFP. The uncertainty due to different distribution functions is incorporated by using probability bounds. They give a region within which the true but unknown distribution function is expected. The greater the uncertainty due to the distribution function type, the wider the bounds and the more difficult to make statements about frequencies of extreme events. By using a likelihood measure as indicator for the appropriateness of different distribution functions. distribution function with low weights are eliminated. This considerably narrows the uncertainty hounds, This approach which separates between natural and epistemic uncertainty reveals the uncertainty which cart be reduced by more knowledge (epistemic uncertainty) and the uncertainty which is not reducible (natural uncertainty). (c) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:114 / 132
页数:19
相关论文
共 61 条
[1]  
AFSHAR A, 1990, WATER POWER DAM JAN
[2]  
[Anonymous], 2000, RISK AN UNC FLOOD DA
[3]  
[Anonymous], 1997, REGIONAL FREQUENCY A, DOI DOI 10.1017/CBO9780511529443
[4]  
[Anonymous], RELIABILITY UNCERTAI
[5]  
ARNELL NW, 1989, IAHS PUBLICATION, V187, P237
[6]   Expressing and interpreting the results of quantitative risk analyses. Review and discussion [J].
Aven, T ;
Porn, K .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 1998, 61 (1-2) :3-10
[7]   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
[8]   How far can we go in distributed hydrological modelling? [J].
Beven, K .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2001, 5 (01) :1-12
[9]  
Bobee B., 1988, NATURAL MAN MADE HAZ, P357, DOI [10.1007/978-94-009-1433-9_25, DOI 10.1007/978-94-009-1433-9_25]
[10]   MODEL UNCERTAINTY IN FLOOD FREQUENCY-ANALYSIS AND FREQUENCY-BASED DESIGN [J].
BODO, B ;
UNNY, TE .
WATER RESOURCES RESEARCH, 1976, 12 (06) :1109-1117