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Flood inundation modeling in urbanized areas: A mesh-independent porosity approach with anisotropic friction
•A GPU accelerated SWE numerical scheme with porosity is presented.•The proposed approach guarantees mesh independence for structured grids.•Anisotropic friction source term based on porosity conveyance is introduced.•Friction source term is expressed in tensor form.•The proposed formulation guarant...
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Published in: | Advances in water resources 2019-03, Vol.125, p.98-113 |
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creator | Ferrari, Alessia Viero, Daniele P. Vacondio, Renato Defina, Andrea Mignosa, Paolo |
description | •A GPU accelerated SWE numerical scheme with porosity is presented.•The proposed approach guarantees mesh independence for structured grids.•Anisotropic friction source term based on porosity conveyance is introduced.•Friction source term is expressed in tensor form.•The proposed formulation guarantees the C-property.
In the present work, a porosity-based numerical scheme for the Shallow Water Equations is presented. With the aim of accounting for the presence of storage areas, such as gardens, yards and dead zones, and for preferential flow pathways, both an isotropic storage porosity parameter and anisotropic friction are adopted. Particularly, the anisotropic effects due to the building alignments are evaluated defining conveyance porosities along principal directions and using them to express the friction losses in tensor form. The storage and conveyance porosities are evaluated from the geometry of the urban layout at a district scale and then assigned to computational cells rather than to cell sides, thus avoiding oversensitivity to the mesh design. The proposed formulation guarantees the C-property also in presence of wet-dry fronts. Model testing is performed analyzing schematic and idealized urban layouts, and against experimental data as well. The results obtained by the proposed anisotropic scheme are similar to a high-resolution model with resolved buildings, also in the presence of low-friction regimes, meanwhile with a remarkable reduction of the computational times. |
doi_str_mv | 10.1016/j.advwatres.2019.01.010 |
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In the present work, a porosity-based numerical scheme for the Shallow Water Equations is presented. With the aim of accounting for the presence of storage areas, such as gardens, yards and dead zones, and for preferential flow pathways, both an isotropic storage porosity parameter and anisotropic friction are adopted. Particularly, the anisotropic effects due to the building alignments are evaluated defining conveyance porosities along principal directions and using them to express the friction losses in tensor form. The storage and conveyance porosities are evaluated from the geometry of the urban layout at a district scale and then assigned to computational cells rather than to cell sides, thus avoiding oversensitivity to the mesh design. The proposed formulation guarantees the C-property also in presence of wet-dry fronts. Model testing is performed analyzing schematic and idealized urban layouts, and against experimental data as well. The results obtained by the proposed anisotropic scheme are similar to a high-resolution model with resolved buildings, also in the presence of low-friction regimes, meanwhile with a remarkable reduction of the computational times.</description><identifier>ISSN: 0309-1708</identifier><identifier>EISSN: 1872-9657</identifier><identifier>DOI: 10.1016/j.advwatres.2019.01.010</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Anisotropy ; Computation ; Computer applications ; Finite element method ; Flooding ; Friction ; Fronts ; Layouts ; Mathematical models ; Model testing ; Modelling ; Numerical schemes ; Porosity ; Preferential flow ; Shallow water ; Shallow water equations ; Storage ; Tensors</subject><ispartof>Advances in water resources, 2019-03, Vol.125, p.98-113</ispartof><rights>2019 Elsevier Ltd</rights><rights>Copyright Elsevier Science Ltd. Mar 2019</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c392t-75d43a52b446e5d8a1769022e7673e33baca1e0d9f86b56812cc498aa71bd15f3</citedby><cites>FETCH-LOGICAL-c392t-75d43a52b446e5d8a1769022e7673e33baca1e0d9f86b56812cc498aa71bd15f3</cites><orcidid>0000-0003-0824-3990</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Ferrari, Alessia</creatorcontrib><creatorcontrib>Viero, Daniele P.</creatorcontrib><creatorcontrib>Vacondio, Renato</creatorcontrib><creatorcontrib>Defina, Andrea</creatorcontrib><creatorcontrib>Mignosa, Paolo</creatorcontrib><title>Flood inundation modeling in urbanized areas: A mesh-independent porosity approach with anisotropic friction</title><title>Advances in water resources</title><description>•A GPU accelerated SWE numerical scheme with porosity is presented.•The proposed approach guarantees mesh independence for structured grids.•Anisotropic friction source term based on porosity conveyance is introduced.•Friction source term is expressed in tensor form.•The proposed formulation guarantees the C-property.
In the present work, a porosity-based numerical scheme for the Shallow Water Equations is presented. With the aim of accounting for the presence of storage areas, such as gardens, yards and dead zones, and for preferential flow pathways, both an isotropic storage porosity parameter and anisotropic friction are adopted. Particularly, the anisotropic effects due to the building alignments are evaluated defining conveyance porosities along principal directions and using them to express the friction losses in tensor form. The storage and conveyance porosities are evaluated from the geometry of the urban layout at a district scale and then assigned to computational cells rather than to cell sides, thus avoiding oversensitivity to the mesh design. The proposed formulation guarantees the C-property also in presence of wet-dry fronts. Model testing is performed analyzing schematic and idealized urban layouts, and against experimental data as well. The results obtained by the proposed anisotropic scheme are similar to a high-resolution model with resolved buildings, also in the presence of low-friction regimes, meanwhile with a remarkable reduction of the computational times.</description><subject>Anisotropy</subject><subject>Computation</subject><subject>Computer applications</subject><subject>Finite element method</subject><subject>Flooding</subject><subject>Friction</subject><subject>Fronts</subject><subject>Layouts</subject><subject>Mathematical models</subject><subject>Model testing</subject><subject>Modelling</subject><subject>Numerical schemes</subject><subject>Porosity</subject><subject>Preferential flow</subject><subject>Shallow water</subject><subject>Shallow water equations</subject><subject>Storage</subject><subject>Tensors</subject><issn>0309-1708</issn><issn>1872-9657</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFUE1LAzEQDaJgrf4GA553TbIf2fVWil9Q8KLnkE1mbZY2WZO0pf56s1S8CsMMDO-9mfcQuqUkp4TW90Mu9f4go4eQM0LbnNBU5AzNaMNZ1tYVP0czUpA2o5w0l-gqhIEQ0pSczdDmaeOcxsburJbROIu3TsPG2M-0wzvfSWu-QWPpQYYHvMBbCOvMWA0jpGYjHp13wcQjluPonVRrfDBxjRMvuOjdaBTuvVGT9jW66OUmwM3vnKOPp8f35Uu2ent-XS5WmSpaFjNe6bKQFevKsoZKN5LyuiWMAa95AUXRSSUpEN32Td1VdUOZUmXbSMlpp2nVF3N0d9JND33tIEQxuJ236aRgtC0rzpqSJBQ_oVQyEDz0YvRmK_1RUCKmaMUg_qIVU7SC0FQTc3FiQjKxN-BFUAasAm08qCi0M_9q_ACH84iz</recordid><startdate>201903</startdate><enddate>201903</enddate><creator>Ferrari, Alessia</creator><creator>Viero, Daniele P.</creator><creator>Vacondio, Renato</creator><creator>Defina, Andrea</creator><creator>Mignosa, Paolo</creator><general>Elsevier Ltd</general><general>Elsevier Science Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7QH</scope><scope>7QO</scope><scope>7QQ</scope><scope>7SE</scope><scope>7SR</scope><scope>7ST</scope><scope>7T7</scope><scope>7TA</scope><scope>7TG</scope><scope>7UA</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>F28</scope><scope>FR3</scope><scope>H8G</scope><scope>H97</scope><scope>JG9</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>P64</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0003-0824-3990</orcidid></search><sort><creationdate>201903</creationdate><title>Flood inundation modeling in urbanized areas: A mesh-independent porosity approach with anisotropic friction</title><author>Ferrari, Alessia ; 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In the present work, a porosity-based numerical scheme for the Shallow Water Equations is presented. With the aim of accounting for the presence of storage areas, such as gardens, yards and dead zones, and for preferential flow pathways, both an isotropic storage porosity parameter and anisotropic friction are adopted. Particularly, the anisotropic effects due to the building alignments are evaluated defining conveyance porosities along principal directions and using them to express the friction losses in tensor form. The storage and conveyance porosities are evaluated from the geometry of the urban layout at a district scale and then assigned to computational cells rather than to cell sides, thus avoiding oversensitivity to the mesh design. The proposed formulation guarantees the C-property also in presence of wet-dry fronts. Model testing is performed analyzing schematic and idealized urban layouts, and against experimental data as well. The results obtained by the proposed anisotropic scheme are similar to a high-resolution model with resolved buildings, also in the presence of low-friction regimes, meanwhile with a remarkable reduction of the computational times.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.advwatres.2019.01.010</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0003-0824-3990</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Anisotropy Computation Computer applications Finite element method Flooding Friction Fronts Layouts Mathematical models Model testing Modelling Numerical schemes Porosity Preferential flow Shallow water Shallow water equations Storage Tensors |
title | Flood inundation modeling in urbanized areas: A mesh-independent porosity approach with anisotropic friction |
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