Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China

Typhoon-induced intense rainfall and urban flooding have endangered the city of Zhoushan every year, urging efficient and accurate flooding prediction. Here, two models (the classical shallow water model that approximates complex buildings by locally refined meshes, and the porous shallow water mode...

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Main Authors: Wei Li, Bingrun Liu, Peng Hu, Zhiguo He, Jiyu Zou
Format: Article
Language:English
Published: Frontiers Media S.A. 2021-07-01
Series:Frontiers in Earth Science
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/feart.2021.687311/full
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spelling doaj-f9e633cc9c5e4956b1ecbb506ddd140a2021-07-22T09:11:33ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632021-07-01910.3389/feart.2021.687311687311Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, ChinaWei LiBingrun LiuPeng HuZhiguo HeJiyu ZouTyphoon-induced intense rainfall and urban flooding have endangered the city of Zhoushan every year, urging efficient and accurate flooding prediction. Here, two models (the classical shallow water model that approximates complex buildings by locally refined meshes, and the porous shallow water model that adopts the concept of porosity) are developed and compared for the city of Zhoushan. Specifically, in the porous shallow water model, the building effects on flow storage and conveyance are modeled by the volumetric and edge porosities for each grid, and those on flow resistance are considered by adding extra drag in the flow momentum. Both models are developed under the framework of finite volume method using unstructured triangular grids, along with the Harten-Lax-van Leer-Contact (HLLC) approximate Riemann solver for flux computation and a flexible dry-wet treatment that guarantee model accuracy in dealing with complex flow regimes and topography. The pluvial flooding is simulated during the Super Typhoon Lekima in a 46 km2 mountain-bounded urban area, where efficient and accurate flooding prediction is challenged by local complex building geometry and mountainous topography. It is shown that the computed water depth and flow velocity of the two models agree with each other quite well. For a 2.8-day prediction, the computational cost is 120 min for the porous model using 12 cores of the Intel(R) Xeon(R) Platinum 8173M CPU @ 2.00 GHz processor, whereas it is as high as 17,154 min for the classical shallow water model. It indicates a speed-up of 143 times and sufficient pre-warning time by using the porous shallow water model, without appreciable loss in the quantitative accuracy.https://www.frontiersin.org/articles/10.3389/feart.2021.687311/fullporous shallow water equationsurban floodsmountainous areamathematical modelingZhoushan city
collection DOAJ
language English
format Article
sources DOAJ
author Wei Li
Bingrun Liu
Peng Hu
Zhiguo He
Jiyu Zou
spellingShingle Wei Li
Bingrun Liu
Peng Hu
Zhiguo He
Jiyu Zou
Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
Frontiers in Earth Science
porous shallow water equations
urban floods
mountainous area
mathematical modeling
Zhoushan city
author_facet Wei Li
Bingrun Liu
Peng Hu
Zhiguo He
Jiyu Zou
author_sort Wei Li
title Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
title_short Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
title_full Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
title_fullStr Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
title_full_unstemmed Porous Shallow Water Modeling for Urban Floods in the Zhoushan City, China
title_sort porous shallow water modeling for urban floods in the zhoushan city, china
publisher Frontiers Media S.A.
series Frontiers in Earth Science
issn 2296-6463
publishDate 2021-07-01
description Typhoon-induced intense rainfall and urban flooding have endangered the city of Zhoushan every year, urging efficient and accurate flooding prediction. Here, two models (the classical shallow water model that approximates complex buildings by locally refined meshes, and the porous shallow water model that adopts the concept of porosity) are developed and compared for the city of Zhoushan. Specifically, in the porous shallow water model, the building effects on flow storage and conveyance are modeled by the volumetric and edge porosities for each grid, and those on flow resistance are considered by adding extra drag in the flow momentum. Both models are developed under the framework of finite volume method using unstructured triangular grids, along with the Harten-Lax-van Leer-Contact (HLLC) approximate Riemann solver for flux computation and a flexible dry-wet treatment that guarantee model accuracy in dealing with complex flow regimes and topography. The pluvial flooding is simulated during the Super Typhoon Lekima in a 46 km2 mountain-bounded urban area, where efficient and accurate flooding prediction is challenged by local complex building geometry and mountainous topography. It is shown that the computed water depth and flow velocity of the two models agree with each other quite well. For a 2.8-day prediction, the computational cost is 120 min for the porous model using 12 cores of the Intel(R) Xeon(R) Platinum 8173M CPU @ 2.00 GHz processor, whereas it is as high as 17,154 min for the classical shallow water model. It indicates a speed-up of 143 times and sufficient pre-warning time by using the porous shallow water model, without appreciable loss in the quantitative accuracy.
topic porous shallow water equations
urban floods
mountainous area
mathematical modeling
Zhoushan city
url https://www.frontiersin.org/articles/10.3389/feart.2021.687311/full
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