A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling

被引:109
作者
Leandro, J. [1 ,3 ]
Schumann, A. [1 ]
Pfister, A. [2 ]
机构
[1] Ruhr Univ Bochum, Inst Hydrol Water Management & Environm Tech, Univ Str 150, D-44801 Bochum, Germany
[2] Emschergenossenschaft, Flood Management Dept, Kronprinzenstr 24, D-45128 Essen, Germany
[3] Univ Coimbra, IMAR MARE, Dept Civil Engn, R Luis Reis Santos,Polo 2, P-3030788 Coimbra, Portugal
关键词
Urban hydrology; Urban flood modelling; OpenStreetMap; PRECIPITATION DATA; RAINFALL-RUNOFF; OVERLAND-FLOW; INUNDATION; DRAINAGE; SYSTEM;
D O I
10.1016/j.jhydrol.2016.01.060
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Some of the major challenges in modelling rainfall-runoff in urbanised areas are the complex interaction between the sewer system and the overland surface, and the spatial heterogeneity of the urban key features. The former requires the sewer network and the system of surface flow paths to be solved simultaneously. The latter is still an unresolved issue because the heterogeneity of runoff formation requires high detailed information and includes a large variety of feature specific rainfall-runoff dynamics. This paper discloses a methodology for considering the variability of building types and the spatial heterogeneity of land surfaces. The former is achieved by developing a specific conceptual rainfall-runoff model and the latter by defining a fully distributed approach for infiltration processes in urban areas with limited storage capacity dependent on OpenStreetMaps (OSM). The model complexity is increased stepwise by adding components to an existing 2D overland flow model. The different steps are defined as modelling levels. The methodology is applied in a German case study. Results highlight that: (a) spatial heterogeneity of urban features has a medium to high impact on the estimated overland flood-depths, (b) the addition of multiple urban features have a higher cumulative effect due to the dynamic effects simulated by the model, (c) connecting the runoff from buildings to the sewer contributes to the non-linear effects observed on the overland flood-depths, and (d) OSM data is useful in identifying pounding areas (for which infiltration plays a decisive role) and permeable natural surface flow paths (which delay the flood propagation). (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:356 / 365
页数:10
相关论文
共 39 条
  • [1] [Anonymous], 2010, Hydrology in Practice
  • [2] Bernard A., 2014, KW KORRESPONDENZ WAS, V7, P285
  • [3] Flooding in urban drainage systems: coupling hyperbolic conservation laws for sewer systems and surface flow
    Borsche, R.
    Klar, A.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2014, 76 (11) : 789 - 810
  • [4] Modeling storm surge flooding of an urban area with particular reference to modeling uncertainties: A case study of Canvey Island, United Kingdom
    Brown, James D.
    Spencer, Tom
    Moeller, Iris
    [J]. WATER RESOURCES RESEARCH, 2007, 43 (06)
  • [5] Overland flow computations in urban and industrial catchments from direct precipitation data using a two-dimensional shallow water model
    Cea, L.
    Garrido, M.
    Puertas, J.
    Jacome, A.
    Del Rio, H.
    Suarez, J.
    [J]. WATER SCIENCE AND TECHNOLOGY, 2010, 62 (09) : 1998 - 2008
  • [6] Experimental validation of two-dimensional depth-averaged models for forecasting rainfall-runoff from precipitation data in urban areas
    Cea, L.
    Garrido, M.
    Puertas, J.
    [J]. JOURNAL OF HYDROLOGY, 2010, 382 (1-4) : 88 - 102
  • [7] Depth averaged modelling of turbulent shallow water flow with wet-dry fronts
    Cea, Luis
    Puertas, Jeronimo
    Vazquez-Cendon, Maria-Elena
    [J]. ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2007, 14 (03) : 303 - 341
  • [8] Chang T.-J., 2015, J HYDROL
  • [9] Chen A., 2015, URBAN WATER J
  • [10] An integrated inundation model for highly developed urban areas
    Chen, AS
    Hsu, MH
    Chen, TS
    Chang, TJ
    [J]. WATER SCIENCE AND TECHNOLOGY, 2005, 51 (02) : 221 - 229