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  4. Overland-gully-sewer (2D-1D-1D) urban inundation modeling based on cellular automata framework
 
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Overland-gully-sewer (2D-1D-1D) urban inundation modeling based on cellular automata framework

Journal
Journal of Hydrology
Journal Volume
603
Date Issued
2021
Author(s)
TSANG-JUNG CHANG  
Yu, Hsiang-Lin
Wang, Chia-Ho
Chen, Albert S.
DOI
10.1016/j.jhydrol.2021.127001
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85116562096&doi=10.1016%2fj.jhydrol.2021.127001&partnerID=40&md5=ea3e97b00135353f5e4896e0db0fe1ac
https://scholars.lib.ntu.edu.tw/handle/123456789/605836
Abstract
A new overland-gully-sewer (2D-1D-1D) urban inundation modeling is herein proposed. The authors have developed an integrated approach for overland-gully-sewer urban inundation simulations, which comprises 2D overland flow modeling (2D-OFM) by solving the two-dimensional non-inertia shallow water equations (2D-NISWEs), one-dimensional gully flow modeling (1D-GFM), and one-dimensional sewer flow modeling (1D-SFM). This approach can achieve good accuracy on urban inundation simulations. Nevertheless, such physically-based 2D overland flow modeling with the non-inertia SWEs (2D-OFM-NISWEs) requires substantial computational procedures, so that it is not suitable for real-time evaluation of inundation in urban areas. To resolve this limitation, the present study proposes a new integrated approach for overland-gully-sewer urban inundation modeling, in which the cellular automata (CA) framework is adopted for 2D-OFM to improve its suitability, and 1D-GFM and 1D-SFM are modeled by SWMM. A novel linkage among 2D-OFM-CA, 1D-GFM, and 1D-SFM is developed. A theoretical comparison of the governing equations and computational procedures between the two approaches is first conducted. Two historical flood events in Taipei city are next selected to perform the numerical accuracy verification and numerical efficiency evaluation. Analysis of inundation depths/velocities between the two approaches is conducted, and investigation of the drained and surcharged/inversed discharges of the two approaches is also made. The numerical comparisons between the two approaches indicate that the proposed approach can maintain good accuracy with significant reduction on its computing time. This newly proposed approach can finish a 3 hours short-duration urban inundation simulation on a case study with 335,621 cells within 12–17 mins. As a result, this CA-based approach is proved to be a useful tool for real-time urban inundation modeling. ? 2021 Elsevier B.V.
Subjects
1D Gully flow
1D Sewer flow
2D Overland flow
Cellular automata
Dynamic flow interaction
Integrated 2D-1D-1D urban inundation modeling
Efficiency
Equations of motion
Floods
Flow control
Integrated control
Landforms
1d gully flow
1d sewer flow
2d overland flow
Cellular automatons
Dynamic flows
Integrated 2d-1d-1d urban inundation modeling
Inundation modelling
Overland flow
Overland flow modeling
cellular automaton
flow modeling
gully
integrated approach
overland flow
shallow water
simulation
Taipei
Taiwan
Type
journal article

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