A Cellular Automata Fast Flood Evaluation (CA-ffe) Model

被引:85
作者
Jamali, Behzad [1 ,2 ]
Bach, Peter M. [2 ,3 ,4 ]
Cunningham, Luke [5 ]
Deletic, Ana [1 ]
机构
[1] Univ New South Wales, Sch Civil & Environm Engn, Water Res Ctr, Sydney, NSW, Australia
[2] Monash Univ, Monash Infrastruct Res Inst, Dept Civil Engn, Clayton, Vic, Australia
[3] Swiss Fed Inst Aquat Sci & Technol Eawag, Dubendorf, Switzerland
[4] Swiss Fed Inst Technol, Inst Environm Engn, Zurich, Switzerland
[5] Water Technol Pty Ltd, Notting Hill, Vic, Australia
关键词
urban pluvial flooding; rapid flood inundation models; Cellular Automata (CA); HEC-RAS; TUFLOW; INUNDATION; RISK;
D O I
10.1029/2018WR023679
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The simulation speed of two-dimensional hydrodynamic flood models is a limiting factor when catchments are large, a considerable number of simulations is required (e.g., exploratory modeling, Monte-Carlo flood simulations, or predicting probabilistic flood maps), or when there is a need for real-time flood emergency management. Rapid Flood Models (RFMs) that rely only on topographic depressions and the water balance equation have been successfully implemented to predict maximum urban flood inundation depths within seconds to a few minutes. However, the preprocessing step (identification of depressions and their attributes) and the postprocessing step (marking up possible flow paths of flood water in between flooded depressions) of RFMs is time consuming. In this study, we developed a new fast flood inundation model based on the cellular automata (CA) approach. The new model does not require the preprocessing and postprocessing steps of RFMs and therefore can provide more simulation speed. The performance of our new model, referred to as Cellular Automata fast flood evaluation (CA-ffe), was compared to two well-known hydrodynamic flood models (HEC-RAS and TUFLOW) in 20 simulation experiments conducted in five different urban subcatchments. CA-ffe predicted maximum inundation depth with reasonable accuracy in a matter of seconds to a few minutes for a single rainfall event simulation. The CA-ffe model performed exceptionally well in areas with low-lying depressions. However, in areas where floodwaters had higher momentum and velocity, the model usually was not able to estimate inundation depths calculated by HEC-RAS or TUFLOW. CA-ffe's key drawback is also its inability to represent the temporal evolution of flooding and flow velocities. Nevertheless, its ability to provide spatial flood extents and depths in a fraction of the time compared to its hydrodynamic counterparts is a significant advancement toward exploratory approaches for water systems planning, model-based predictive control, and real-time flood management.
引用
收藏
页码:4936 / 4953
页数:18
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