Semi- vs. Fully-Distributed Urban Stormwater Models: Model Set Up and Comparison with Two Real Case Studies

MDPI AG - Tập 8 Số 2 - Trang 58
Diana Rodrigues de Pina1,2, Susana Ochoa-Rodríguez1, Nuno Simões2, Ana Mijić1, Alfeu Marques2, Čedo Maksimović1
1Department of Civil and Environmental Engineering, Imperial College London, London, SW7 2AZ, UK
2MARE—Marine and Environmental Sciences Centre, Department of Civil Engineering, University of Coimbra, Coimbra 3030-788, Portugal

Tóm tắt

Urban stormwater models can be semi-distributed (SD) or fully distributed (FD). SD models are based on subcatchment units with various land use types, where rainfall is applied and runoff volumes are estimated and routed. FD models are based on the two dimensional (2D) discretization of the overland surface, which has a finer resolution with each grid-cell representing one land use type, where runoff volumes are estimated and directly routed by the 2D overland flow module. While SD models have been commonly applied in urban stormwater modeling, FD models are generally more detailed and theoretically more realistic. This paper presents a comparison between SD and FD models using two case studies in Coimbra (Portugal) and London (UK). To enable direct comparison between SD and FD setups, a model-building process is proposed and a novel sewer inlet representation is applied. SD and FD modeling results are compared against observed records in sewers and photographic records of flood events. The results suggest that FD models are more sensitive to surface storage parameters and require higher detail of the sewer network representation.

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Tài liệu tham khảo

United States Environmental Protection Agency (US EPA) Storm Water Management Model (SWMM), Available online: http://www.epa.gov/water-research/storm-water-management-model-swmm.

Huber, W., and Roesner, L. Fifty Years of Watershed Modeling—Past, Present And Future, Available online: http://dc.engconfintl.org/watershed/29.

Ellis, 1982, Design of Dual Drainage Systems Using SWMM, J. Hydraul. Div., 108, 1222, 10.1061/JYCEAJ.0005919

Abbott, 1993, The electronic encapsulation of knowledge in hydraulics, hydrology and water resources, Adv. Water Resour., 16, 21, 10.1016/0309-1708(93)90027-D

1999, An approach to simulation of dual drainage, Water Sci. Technol., 39, 95, 10.2166/wst.1999.0451

Mark, 2004, Potential and limitations of 1D modelling of urban flooding, J. Hydrol., 299, 284, 10.1016/S0022-1694(04)00373-7

2005, SIPSON—Simulation of interaction between pipe flow and surface overland flow in networks, Water Sci. Technol., 52, 275, 10.2166/wst.2005.0143

Allitt, 2009, Overland flow and pathway analysis for modelling of urban pluvial flooding, J. Hydraul. Res., 47, 512, 10.1080/00221686.2009.9522027

Vojinovic, 2009, On the use of 1D and coupled 1D-2D modelling approaches for assessment of flood damage in urban areas, Urban Water J., 6, 183, 10.1080/15730620802566877

Chen, 2005, An integrated inundation model for highly developed urban areas, Water Sci. Technol. J. Int. Assoc. Water Pollut. Res., 51, 221, 10.2166/wst.2005.0051

Carr, R.S., and Smith, G.P. (2007). Linking of 2D and Pipe Hydraulic Models at Fine Spatial Scales. Water Pract. Technol., 2.

Schmitt, 2004, Analysis and modeling of flooding in urban drainage systems, J. Hydrol., 299, 300, 10.1016/S0022-1694(04)00374-9

Seyoum, 2012, Coupled 1D and Noninertia 2D Flood Inundation Model for Simulation of Urban Flooding, J. Hydraul. Eng., 138, 23, 10.1061/(ASCE)HY.1943-7900.0000485

DHIgroup, MIKE SHE. Available online: http://www.mikepoweredbydhi.com/products/mike-she.

Refsgaard, J.C., Storm, B., and Clausen, T. (2010). Système Hydrologique Europeén (SHE): Review and perspectives after 30 years development in distributed physically-based hydrological modelling. Hydrol. Res., 41.

MOHID Water Modelling System. Available online: https://en.wikipedia.org/wiki/MOHID_water_modelling_system.

Neves, R., Brito, D., Braunschweig, F., Leitão, P.C., Jauch, E., and Campuzano, F. (2014). Sustainable Watershed Management, CRC Press, Taylor & Francis Group.

Leitao, J.P.C. (2009). Enhancement of Digital Elevation Models and Overland Flow Path Delineation Methods for Advanced Urban Flood Modelling. [Ph.D. Thesis, Imperial College London].

OpenStreetMap, OSM. Available online: http://www.openstreetmap.org/.

Wang, L.-P., Ochoa-Rodríguez, S., Simões, N.E., Onof, C., and Maksimović, Č. (2013). Radar–raingauge data combination techniques: A revision and analysis of their suitability for urban hydrology. Water Sci. Technol., 68.

Fletcher, 2013, Understanding, management and modelling of urban hydrology and its consequences for receiving waters: A state of the art, Adv. Water Resour., 51, 261, 10.1016/j.advwatres.2012.09.001

Smith, L.S., Liang, Q., and Quinn, P.F. (2013, January 5–7). A flexible hydrodynamic modelling framework for GPUs and CPUs: Application to the Carlisle 2005 floods. Proceedings of the International Conference on Flood Resilience: Experiences in Asia and Europe, Exeter, UK.

Stelling, 2012, Quadtree flood simulations with sub-grid digital elevation models, Proc. ICE Water Manag., 165, 567

Ghimire, 2013, Formulation of a fast 2D urban pluvial flood model using a cellular automata approach, J. Hydroinform., 15, 676, 10.2166/hydro.2012.245

Casulli, 2013, A semi-implicit numerical model for urban drainage systems, Int. J. Numer. Methods Fluids, 73, 600, 10.1002/fld.3817

Simões, N., Leitão, J.P., Pina, R., Ochoa, S., Sá Marques, A., and Maksimović, Č. (2011, January 11–16). Urban drainage models for flood forecasting: 1D/1D, 1D/2D and hybrid models. Proceedings of the 12th International Conference on Urban Drainage, Porto Alegre, Brazil.

Innovyze (2013). InfoWorks ICM, Innovyze.

Bailey, A., and Margetts, J. (, 2008). 2D Runoff Modelling—A Pipe Dream or the Future?. Proceedings of the WaPUG Autumn Conference, Blackpool, UK.

Chang, 2015, A novel approach to model dynamic flow interactions between storm sewer system and overland surface for different land covers in urban areas, J. Hydrol., 524, 662, 10.1016/j.jhydrol.2015.03.014

Mansell, M. (2003). Rural and Urban Hydrology, ICE Publishing.

Butler, D., and Davies, J. (2011). Urban Drainage, CRC Press. [3rd ed.].

Pan, 2012, Hydrologically Enhanced Distributed Urban Drainage Model and Its Application in Beijing City, J. Hydrol. Eng., 17, 667, 10.1061/(ASCE)HE.1943-5584.0000491

Elliott, 2007, A review of models for low impact urban stormwater drainage, Environ. Model. Softw., 22, 394, 10.1016/j.envsoft.2005.12.005

Pina, R., Sousa, J.J.D.O., Temido, J.L.S.S., and Sá Marques, A. (2010). O Novo Paradigma de Gestão dos Sistemas de Drenagem da Cidade de Coimbra—Causas das Inundações na Praça 8 de Maio, em Coimbra, e Propostas de Intervenção, APRH—Associação Portuguesa de Recursos Hídricos. (In Portuguese).

Ally, M. (2011). Modelling Road Gullies, Richard Allitt Associates Ltd.

Simoes, N.E.D.C. (2012). Urban Pluvial Flood Forecasting. [Ph.D. Thesis, Imperial College London].

WaPUG, Wastewater Planning Users Group (2002). Code of Practice for the Hydraulic Modelling of Sewer Systems, Chartered Institution of Water and Environmental Management (CIWEM).

Leitão, J.P., Simões, N.E., Pina, R.D., Sá Marques, A., Maksimović, Č., and Gonçalves, G. (2009, January 7–10). Surface floods in Coimbra: Simple and dual-drainage studies. Proceedings of the 11th Plinius Conference on Mediterranean Storms, Barcelona, Spain.

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MDPI AG

Tập 8 Số 2

58

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