Flooding Hazard Mapping in Floodplain Areas Affected by Piping Breaches in the Po River, Italy

被引:62
作者
Mazzoleni, M. [1 ]
Bacchi, B. [1 ]
Barontini, S. [1 ]
Di Baldassarre, G. [2 ]
Pilotti, M. [1 ]
Ranzi, R. [1 ]
机构
[1] Univ Brescia, Dipartimento Ingn Civile Architettura Terr Ambien, I-25123 Brescia, Italy
[2] UNESCO IHE Inst Water Educ, Dept Integrated Water Syst & Governance, NL-2601 DA Delft, Netherlands
关键词
Levee failure; Flooding-hazard mapping; Residual risk; Hydraulic risk analysis; Po River floodplain; RISK; UNCERTAINTY; INUNDATION; MODEL; POROSITY;
D O I
10.1061/(ASCE)HE.1943-5584.0000840
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent years, flood-related risk has been increasing worldwide, being inundations among the natural disasters which induce the maximum damage in terms of economic losses. In the research reported in this paper, a methodology to map the flooding residual hazard due to levee failure events induced by piping in embankments protecting flood-prone areas is proposed. Ensemble simulations are used to account for uncertainties in location, geometry, and time-evolution of the levee breaches. Probabilistic flooding-hazard maps are generated combining the results of 192 inundation scenarios, simulated by using one-dimensional (1D) and two-dimensional (2D) hydrodynamic models. The methodology is applied considering 96 different locations and sizes of breaches occurred along a 23-km reach protected by the right levee of the Po River, the right levee of the Taro River, and the left levee of the Parma River, which delimit a 100-km2 study area. The influence of obstacles to the flood propagation and consequent hazard-mapping was investigated, taking into account several standard criteria to map the flooding hazard in different European countries. The results obtained from the research reported in this paper provide an example of a rational method to map the residual hazard in areas protected against flooding due to embankment-overtopping, taking into account uncertainties due to breach location, levee fragility, and the presence of topographic obstacles. All these details should be taken into account in land-planning and flood-risk management.
引用
收藏
页码:717 / 731
页数:15
相关论文
共 64 条
  • [1] [Anonymous], EM111021619 USACE
  • [2] [Anonymous], 2003, INT J RIVER BASIN MA, DOI [10.1080/15715124.2003.9635202, DOI 10.1080/15715124.2003.9635202]
  • [3] [Anonymous], 1996, Soil mechanics in engineering practice
  • [4] [Anonymous], 2021, HEC-RAS River Analysis System Hydraulic Reference Manual version 6.0
  • [5] [Anonymous], 2007, The New Orleans hurricane protection system: what went wrong and why, DOI 10.1061/9780784408933
  • [6] A probabilistic modelling system for assessing flood risks
    Apel, H
    Thieken, AH
    Merz, B
    Blöschl, G
    [J]. NATURAL HAZARDS, 2006, 38 (1-2) : 79 - 100
  • [7] Flood risk assessment and associated uncertainty
    Apel, H
    Thieken, AH
    Merz, B
    Blöschl, G
    [J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2004, 4 (02) : 295 - 308
  • [8] Arcement G. J., 1989, USDOT REPORT NO FHWA
  • [9] Assistant Commissioner Engineering and Research (ACER), 1988, 11 ACER US DEP INT
  • [10] Aureli F, 2004, P I CIVIL ENG-WAT M, V157, P5