Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model

The integral porosity shallow water model is a type of porous shallow water model for urban flood modeling, that defines two types of porosity, namely a volumetric porosity inside the computational cell and a conveyance porosity at each edge. Porosity terms are determined directly from the underlyin...

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Main Authors: Ilhan Özgen, Bruwier Martin, Zhao Jiaheng, Liang Dongfang, Archambeau Pierre, Dewals Benjamin, Kobayashi Kenichiro, Oishi Satoru, Hinkelmann Reinhard
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20184006017
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spelling doaj-a72ac398162943049178fc000fcbe3092021-04-02T14:40:14ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01400601710.1051/e3sconf/20184006017e3sconf_riverflow2018_06017Numerical study of building drag dissipation for- mulations in the integral porosity shallow water modelIlhan ÖzgenBruwier MartinZhao JiahengLiang DongfangArchambeau PierreDewals BenjaminKobayashi KenichiroOishi SatoruHinkelmann ReinhardThe integral porosity shallow water model is a type of porous shallow water model for urban flood modeling, that defines two types of porosity, namely a volumetric porosity inside the computational cell and a conveyance porosity at each edge. Porosity terms are determined directly from the underlying building geometry, hence buildings do not need to be discretized exactly. This enables simulations with significantly reduced CPU time on meshes with cell sizes larger than the building size. Here, the macroscopic model view leads to an additional source term at the unresolved building-fluid interface, yielding a building drag dissipation source term. In literature, several formulations for this term can be found. The integral porosity shallow water model is sensitive to the building drag dissipation, and using the drag parameters as a calibration parameter enhances the accuracy of model results. However, the ideal way to achieve this is still an open research question. In this contribution, we present a simple technique to estimate building drag dissipation that uses the conveyance porosity configuration to estimate the projected area inside the cell, which is then used in a drag force equation. The advantage of this approach is that it is computationally inexpensive, no additional parameters need to be stored, and only a single parameter has to be calibrated. The proposed approach is compared with drag dissipation formulations from existing literature in a laboratory experiment that features a dam-break against an isolated obstacle. The aim of the comparison is to evaluate present existing building drag dissipation models with regard to accuracy and computational cost.https://doi.org/10.1051/e3sconf/20184006017
collection DOAJ
language English
format Article
sources DOAJ
author Ilhan Özgen
Bruwier Martin
Zhao Jiaheng
Liang Dongfang
Archambeau Pierre
Dewals Benjamin
Kobayashi Kenichiro
Oishi Satoru
Hinkelmann Reinhard
spellingShingle Ilhan Özgen
Bruwier Martin
Zhao Jiaheng
Liang Dongfang
Archambeau Pierre
Dewals Benjamin
Kobayashi Kenichiro
Oishi Satoru
Hinkelmann Reinhard
Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
E3S Web of Conferences
author_facet Ilhan Özgen
Bruwier Martin
Zhao Jiaheng
Liang Dongfang
Archambeau Pierre
Dewals Benjamin
Kobayashi Kenichiro
Oishi Satoru
Hinkelmann Reinhard
author_sort Ilhan Özgen
title Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
title_short Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
title_full Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
title_fullStr Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
title_full_unstemmed Numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
title_sort numerical study of building drag dissipation for- mulations in the integral porosity shallow water model
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description The integral porosity shallow water model is a type of porous shallow water model for urban flood modeling, that defines two types of porosity, namely a volumetric porosity inside the computational cell and a conveyance porosity at each edge. Porosity terms are determined directly from the underlying building geometry, hence buildings do not need to be discretized exactly. This enables simulations with significantly reduced CPU time on meshes with cell sizes larger than the building size. Here, the macroscopic model view leads to an additional source term at the unresolved building-fluid interface, yielding a building drag dissipation source term. In literature, several formulations for this term can be found. The integral porosity shallow water model is sensitive to the building drag dissipation, and using the drag parameters as a calibration parameter enhances the accuracy of model results. However, the ideal way to achieve this is still an open research question. In this contribution, we present a simple technique to estimate building drag dissipation that uses the conveyance porosity configuration to estimate the projected area inside the cell, which is then used in a drag force equation. The advantage of this approach is that it is computationally inexpensive, no additional parameters need to be stored, and only a single parameter has to be calibrated. The proposed approach is compared with drag dissipation formulations from existing literature in a laboratory experiment that features a dam-break against an isolated obstacle. The aim of the comparison is to evaluate present existing building drag dissipation models with regard to accuracy and computational cost.
url https://doi.org/10.1051/e3sconf/20184006017
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