LAI Zehui, BAO Shitai, CHEN Shunqing, et al. An Urban Surface Flooding Modeling Based on Cellular Automata[J]. Bulletin of Soiland Water Conservation, 2015, 35(6): 182-186.
DOI:
LAI Zehui, BAO Shitai, CHEN Shunqing, et al. An Urban Surface Flooding Modeling Based on Cellular Automata[J]. Bulletin of Soiland Water Conservation, 2015, 35(6): 182-186. DOI: 10.13961/j.cnki.stbctb.2015.06.033.
An Urban Surface Flooding Modeling Based on Cellular Automata
[Objective] It is necessary to study on the spatial and temporal process of urban overland runoff that could provide support decisions for waterlogging prevention and drainage emergency.[Methods] Because of the fragmentation of underlying surface and complexity of micro topology in urban environment
urban hydrology process is too complicated to present exactly characteristics
such as changeability of flow routes
spatial and temporal variation of flooding. Based on cellular automata
an urban surface flooding model(USFM) is built to simulate surface hydrologic process by defining cellular's state and its evolution rules. In this model
several processes were considered
including rainfall
vegetation intercept
depression storage
runoff generation
infiltration and inlet discharging. The runoff process was handled by Manning's equations and rules
and runoff volume and flow path were calculated respectively.[Results] Because the hydrologic response units(HRU) are treated as grids
USFM can be defined as a distributed model
which can deal with the spatial variability of urban space very well based on DEM and land use data. Moreover
by combining the cell rules with mathematical formula for urban space flow uncertainty
USFM has the capacity of determining the flow routing and volume of runoff automatically. The basic input data of USFM are DEM data
land use data and gutter inlet data
which are raster data format. The USFM output data is a spatial and temporal dataset
which contains surface runoff information of any given time and space. A basin in Guangzhou Panyu District was chosen as the experimental area to test the model.[Conclusion] Through parameter calibration and model validation
the proposed approach well reflects the urban surface flooding hydrological details with a small amount of input data and simple modeling working. The USFM is useful to forecast the flooded areas in urban areas.
关键词
Keywords
references
Zhao Dongquan, Chen Jining, Wang Haozheng, et al. GIS-based urban rainfall-runoff modeling using an automatic catchment-discretization approach:A case study in Macau[J]. Environmental Earth Sciences, 2009,59(2):465-472.
Choi K, Ball J E. Parameter estimation for urban runoff modelling[J]. Urban Water, 2002,4(1):31-41.
Gregory J H, Dukes M D, Jones P H, et al. Effect of urban soil compaction on infiltration rate[J]. Journal of Soil and Water Conservation, 2006,61(3):117-124.
Zoppou C. Review of urban storm water models[J]. Environmental Modelling & Software, 2001,16(3):195-231.
Ma Ting, Zhou Chenghu, Cai Qiangguo. Modeling of hillslope runoff and soil erosion at rainfall events using cellular automata approach[J]. Pedosphere,2009,19(6):711-718.
Coulthard T J, Lewin J, Macklin M G. Modelling differential catchment response to environmental change[J]. Geomorphology, 2005,69(1):222-241.
Coulthard T J, Macklin M G, Kirkby M J. A cellular model of Holocene upland river basin and alluvial fan evolution[J]. Earth Surface Processes and Landforms, 2002,27(3):269-288.
D'Ambrosio D, Di Gregorio S, Gabriele S, et al. A cellular automata model for soil erosion by water[J]. Physics and Chemistry of the Earth(B):Hydrology, Oceans and Atmosphere, 2001,26(1):33-39.
Horton R E. The role of infiltration in the hydrologic cycle[J]. Transactions, American Geophysical Union, 1933,14(2):446-460.
高婷.城市道路雨水口设计分析[J].中国给水排水,2006(12):55-58.
Cirbus J, Podhoranyi M. Cellular automata for the flow simulations on the earth surface, optimization computation process[J]. Applied Mathematics & Information Sciences, 2013,7(6):2149-2158.
Huang Mingbin, Li Yushan, Kang Shaozhong. Analysis of unit rainfall-runoff theory and calculation of average infiltration ratio oil slope land[J]. Journal of Soil Erosion and Soil and Water Conservation. 1999,5(1):63-68.
Temprano J, Óscar Arango, Cagiao J, et al. Stormwater quality calibration by SWMM:A case study in Northern Spain[J]. Water of South Africa, 2006, 32(1):55-63.
Rossman L A. Storm Water Management Model User's Manual, Version 5.0[M]. National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency, 2010.
Stephan J N. Urban Stormwater Modeling and Simulation[M]. US:CRC Press, 1994.