Simulating floods in ephemeral streams in Southern Italy by full-2D hydraulic models

被引:16
作者
Berardi, Luigi [1 ]
Laucelli, Daniele [1 ]
Simeone, Vincenzo [1 ]
Giustolisi, Orazio [1 ]
机构
[1] Tech Univ Bari, Civil Engn & Architecture Dept, Via E Orabona 4, I-70125 Bari, Italy
关键词
Ephemeral streams; floods; hydraulic simulation; 2D hydraulic models; floodplain delineation;
D O I
10.1080/15715124.2012.746975
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The simulation of flood events is essential for risk prevention and land regulation purposes. Traditionally, it is performed by decoupling the prediction of hydrograph(s) at some section(s) of the waterway(s) from the delineation of downstream flooded areas by using synthetic hydrologic models and hydraulic inundation models, respectively. In the case of the Apulian ephemeral streams (Southern Italy), the application of such an approach is prevented by the lack of monitored rainfall-runoff data and the discrepancy of some key underlying hypotheses. Thus, the suitability of integrated (hydrologic-hydraulic) full-2D models is investigated here by assuming the rainfall as the only external forcing term into each element of the bi-dimensional domain, where the shallow water equations are integrated. This permits the reproduction of runoff generation, propagation and, eventually, flooding at any point of the catchment. Several model runs under many combinations of hydrological losses and surface roughness parameters demonstrate that the full-2D approach realistically reproduce catchment hydraulic behaviour and predicted inundated areas of Apulian ephemeral streams, thus being of direct relevance for basin management purposes.
引用
收藏
页码:1 / 17
页数:17
相关论文
共 54 条
  • [31] GROUPED RESPONSE UNITS FOR DISTRIBUTED HYDROLOGIC MODELING
    KOUWEN, N
    SOULIS, ED
    PIETRONIRO, A
    DONALD, J
    HARRINGTON, RA
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1993, 119 (03): : 289 - 305
  • [32] Two-dimensional modeling of floods to map risk-prone areas
    Leopardi, A
    Oliveri, E
    Greco, M
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2002, 128 (03): : 168 - 178
  • [33] Testing a new two-dimensional flood modelling system: analytical tests and application to a flood event
    Lhomme, J.
    Gutierrez-Andres, J.
    Weisgerber, A.
    Davison, M.
    Mulet-Marti, J.
    Cooper, A.
    Gouldby, B.
    [J]. JOURNAL OF FLOOD RISK MANAGEMENT, 2010, 3 (01): : 33 - 51
  • [34] Maidment D. R., 1993, HDB HYDROLOGY
  • [35] Overland flow and pathway analysis for modelling of urban pluvial flooding
    Maksimovic, Cedo
    Prodanovic, Dusan
    Boonya-Aroonnet, Surajate
    Leitao, Joao P.
    Djordjevic, Slobodan
    Allitt, Richard
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2009, 47 (04) : 512 - 523
  • [36] MAYS LW, 1996, WATER RESOURCES HDB
  • [37] Modeling floods in a dense urban area using 2D shallow water equations
    Mignot, E.
    Paquier, A.
    Haider, S.
    [J]. JOURNAL OF HYDROLOGY, 2006, 327 (1-2) : 186 - 199
  • [38] Mockus V, 1949, ESTIMATION TOTAL PEA
  • [39] An unstructured node-centered finite volume scheme for shallow water flows with wet/dry fronts over complex topography
    Nikolos, I. K.
    Delis, A. I.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2009, 198 (47-48) : 3723 - 3750
  • [40] Improved process for floodplain delineation from digital terrain models
    Noman, NS
    Nelson, EJ
    Zundel, AK
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2003, 129 (05): : 427 - 436