Bayesian inference analysis of the uncertainty linked to the evaluation of potential flood damage in urban areas

被引:12
作者
Fontanazza, C. M. [1 ]
Freni, G. [2 ]
Notaro, V. [1 ]
机构
[1] Univ Palermo, Dipartimento Ingn Civile Ambientale & Aerosp, I-90128 Palermo, Italy
[2] Univ Enna Kore, Fac Ingn Architettura & Sci Motorie, I-94100 Enna, Italy
关键词
Bayesian uncertainty analysis; flooding damage; urban drainage modelling; urban flooding; PARAMETER UNCERTAINTY; INPUT UNCERTAINTY; MODELS; QUANTIFICATION; SIMULATION; RAINFALL; BASIN; RISK;
D O I
10.2166/wst.2012.359
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Flood damage in urbanized watersheds may be assessed by combining the flood depth-damage curves and the outputs of urban flood models. The complexity of the physical processes that must be simulated and the limited amount of data available for model calibration may lead to high uncertainty in the model results and consequently in damage estimation. Moreover depth-damage functions are usually affected by significant uncertainty related to the collected data and to the simplified structure of the regression law that is used. The present paper carries out the analysis of the uncertainty connected to the flood damage estimate obtained combining the use of hydraulic models and depth-damage curves. A Bayesian inference analysis was proposed along with a probabilistic approach for the parameters estimating. The analysis demonstrated that the Bayesian approach is very effective considering that the available databases are usually short.
引用
收藏
页码:1669 / 1677
页数:9
相关论文
共 42 条
[1]  
[Anonymous], Philosophical Transactions of the Royal Society of London for, DOI DOI 10.1098/RSTL.1763.0053
[2]   A probabilistic modelling system for assessing flood risks [J].
Apel, H ;
Thieken, AH ;
Merz, B ;
Blöschl, G .
NATURAL HAZARDS, 2006, 38 (1-2) :79-100
[3]   Uncertainty analysis of the influence of rainfall time resolution in the modelling of urban drainage systems [J].
Aronica, G ;
Freni, G ;
Oliveri, E .
HYDROLOGICAL PROCESSES, 2005, 19 (05) :1055-1071
[4]   THE FUTURE OF DISTRIBUTED MODELS - MODEL CALIBRATION AND UNCERTAINTY PREDICTION [J].
BEVEN, K ;
BINLEY, A .
HYDROLOGICAL PROCESSES, 1992, 6 (03) :279-298
[5]   AN ANALYSIS OF TRANSFORMATIONS [J].
BOX, GEP ;
COX, DR .
JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES B-STATISTICAL METHODOLOGY, 1964, 26 (02) :211-252
[6]   AN ANALYSIS OF TRANSFORMATIONS REVISITED, REBUTTED [J].
BOX, GEP ;
COX, DR .
JOURNAL OF THE AMERICAN STATISTICAL ASSOCIATION, 1982, 77 (377) :209-210
[7]  
Carr R.S., 2006, Linking of 2D and pipe hydraulic models at fine spatial scales. Urban drainage modelling and water sensitive urban design
[8]  
Chen AS., 2007, Proc., 6th NOVATECH Int. Conf., Workshop I, Graie, Lyon, P465
[9]   Attribution of flood risk in urban areas [J].
Dawson, R. J. ;
Speight, L. ;
Hall, J. W. ;
Djordjevic, S. ;
Savic, D. ;
Leandro, J. .
JOURNAL OF HYDROINFORMATICS, 2008, 10 (04) :275-288
[10]   Effect of uncertainty in land use, damage models and inundation depth on flood damage estimates [J].
de Moel, H. ;
Aerts, J. C. J. H. .
NATURAL HAZARDS, 2011, 58 (01) :407-425