Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model

2 Dimensional (2D) flow modeling is widely used for flood plain analysis and is considered to be a viable tool for evaluating flood propagation. The accuracy of open channel hydraulics and flood plain model is dependent on the refinement of model mesh or grid to represent ground model topography usi...

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Main Authors: Azad W.H., Mohd Sidek L., Basri H., Hassan A.J.
Other Authors: 57192919599
Format: Book Chapter
Published: Springer 2023
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spelling my.uniten.dspace-258222023-05-29T16:14:51Z Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model Azad W.H. Mohd Sidek L. Basri H. Hassan A.J. 57192919599 35070506500 57065823300 57192919800 2 Dimensional (2D) flow modeling is widely used for flood plain analysis and is considered to be a viable tool for evaluating flood propagation. The accuracy of open channel hydraulics and flood plain model is dependent on the refinement of model mesh or grid to represent ground model topography using high-resolution Light Detection and Ranging (LiDAR). This paper examines the sensitivity of unstructured mesh size of two dimensional (2D) shallow water models. The accuracy of simulated overland flood propagation was carried out using the Delaunay refinement method. The study was performed by connecting to the 2D hydrodynamic modeling platform InfoWorks Integrated Catchment Modelling (ICM) using two different methodologies. The first method is based on the generation Baseline of mesh model from the Digital Terrain Model (DTM), whereas the second method is based on the different mesh size. The results of flood propagation were analyzed using dissimilarity mesh resolutions in term of surge degree and run time. It can be concluded that the spatial resolution of the hydrodynamic model discretization influences model skill in simulating water surface elevation, flood depth, and agreement between inundation maps. However, further study is necessary to understand the entire performance of the two suggested methods. � 2020, Springer Nature Singapore Pte Ltd. Final 2023-05-29T08:14:50Z 2023-05-29T08:14:50Z 2020 Book Chapter 10.1007/978-981-15-1971-0_25 2-s2.0-85076748042 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85076748042&doi=10.1007%2f978-981-15-1971-0_25&partnerID=40&md5=d9346e73055828e772dace2175db12ed https://irepository.uniten.edu.my/handle/123456789/25822 245 255 Springer Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
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description 2 Dimensional (2D) flow modeling is widely used for flood plain analysis and is considered to be a viable tool for evaluating flood propagation. The accuracy of open channel hydraulics and flood plain model is dependent on the refinement of model mesh or grid to represent ground model topography using high-resolution Light Detection and Ranging (LiDAR). This paper examines the sensitivity of unstructured mesh size of two dimensional (2D) shallow water models. The accuracy of simulated overland flood propagation was carried out using the Delaunay refinement method. The study was performed by connecting to the 2D hydrodynamic modeling platform InfoWorks Integrated Catchment Modelling (ICM) using two different methodologies. The first method is based on the generation Baseline of mesh model from the Digital Terrain Model (DTM), whereas the second method is based on the different mesh size. The results of flood propagation were analyzed using dissimilarity mesh resolutions in term of surge degree and run time. It can be concluded that the spatial resolution of the hydrodynamic model discretization influences model skill in simulating water surface elevation, flood depth, and agreement between inundation maps. However, further study is necessary to understand the entire performance of the two suggested methods. � 2020, Springer Nature Singapore Pte Ltd.
author2 57192919599
author_facet 57192919599
Azad W.H.
Mohd Sidek L.
Basri H.
Hassan A.J.
format Book Chapter
author Azad W.H.
Mohd Sidek L.
Basri H.
Hassan A.J.
spellingShingle Azad W.H.
Mohd Sidek L.
Basri H.
Hassan A.J.
Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
author_sort Azad W.H.
title Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
title_short Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
title_full Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
title_fullStr Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
title_full_unstemmed Dissimilarity Mesh Size Assessment for Two Dimensional Flood Routing Model
title_sort dissimilarity mesh size assessment for two dimensional flood routing model
publisher Springer
publishDate 2023
_version_ 1806424148532002816
score 13.214268