Moving particle semi-implicit method with improved pressures stability properties

Moving particle semi-implicit (MPS) method is one of the Lagrangian methods widely used in engineering issues. This method, however, suffers from unphysical oscillations in its original form. In the present study, a modified incompressible MPS method is proposed to suppress these oscillations and is...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of hydroinformatics 2018-11, Vol.20 (6), p.1268-1285
Hauptverfasser: Arami Fadafan, Masoud, Hessami Kermani, Masoud-Reza
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 1285
container_issue 6
container_start_page 1268
container_title Journal of hydroinformatics
container_volume 20
creator Arami Fadafan, Masoud
Hessami Kermani, Masoud-Reza
description Moving particle semi-implicit (MPS) method is one of the Lagrangian methods widely used in engineering issues. This method, however, suffers from unphysical oscillations in its original form. In the present study, a modified incompressible MPS method is proposed to suppress these oscillations and is used for simulating free surface problems. To demonstrate the stability of the presented method, different kernel functions are used in the case of numerical dam break modeling as a benchmark simulation. A simple form of definition of curved wall boundaries is suggested which eliminates dummy particles and subsequently saves CPU time. Flow over an ogee spillway is simulated for the first time with the I-MPS method and as a new test case which has several curved lines in its geometry. The comparisons between theoretical solutions/experimental data and simulation results in terms of free surface and pressure show the accuracy of the method.
doi_str_mv 10.2166/hydro.2017.121
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2179792671</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2179792671</sourcerecordid><originalsourceid>FETCH-LOGICAL-c307t-362ac2aa72163d903d914f440a7e7186135b6ecb03c517a308a25d4723c81c1d3</originalsourceid><addsrcrecordid>eNotkN1LwzAUxYMoOKevPgd8bs1N0qR7lOEXTETQ55Cmqctol5qkk_33ZpsP94PD4Z7LD6FbICUFIe7X-zb4khKQJVA4QzPgoipAMn5-3HkhgcMluopxQwgFVsMMfbz5ndt-41GH5ExvcbSDK9ww9s64hAeb1r7Fvy6tcRaD39kWj8HGOOWGY9KN613aZ82PNp-w8RpddLqP9uZ_ztHX0-Pn8qVYvT-_Lh9WhWFEpoIJqg3VWubfWbsguYB3nBMtrYRaAKsaYU1DmKlAakZqTauWS8pMDQZaNkd3p7s5-meyMamNn8I2RyoKciEXVEjIrvLkMsHHGGynxuAGHfYKiDpgU0ds6oBNZWzsD4YoYdk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2179792671</pqid></control><display><type>article</type><title>Moving particle semi-implicit method with improved pressures stability properties</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>Arami Fadafan, Masoud ; Hessami Kermani, Masoud-Reza</creator><creatorcontrib>Arami Fadafan, Masoud ; Hessami Kermani, Masoud-Reza</creatorcontrib><description>Moving particle semi-implicit (MPS) method is one of the Lagrangian methods widely used in engineering issues. This method, however, suffers from unphysical oscillations in its original form. In the present study, a modified incompressible MPS method is proposed to suppress these oscillations and is used for simulating free surface problems. To demonstrate the stability of the presented method, different kernel functions are used in the case of numerical dam break modeling as a benchmark simulation. A simple form of definition of curved wall boundaries is suggested which eliminates dummy particles and subsequently saves CPU time. Flow over an ogee spillway is simulated for the first time with the I-MPS method and as a new test case which has several curved lines in its geometry. The comparisons between theoretical solutions/experimental data and simulation results in terms of free surface and pressure show the accuracy of the method.</description><identifier>ISSN: 1464-7141</identifier><identifier>EISSN: 1465-1734</identifier><identifier>DOI: 10.2166/hydro.2017.121</identifier><language>eng</language><publisher>London: IWA Publishing</publisher><subject>Computational fluid dynamics ; Computational mathematics ; Computational physics ; Computer simulation ; Dam failure ; Engineering ; Fluids ; Free surfaces ; Implicit methods ; Kernel functions ; Lagrangian current measurement ; Mechanics ; Methods ; Modelling ; Numerical analysis ; Oscillations ; Reynolds number ; Simulation ; Solutions ; Spillways ; Stability ; Studies ; Surface stability</subject><ispartof>Journal of hydroinformatics, 2018-11, Vol.20 (6), p.1268-1285</ispartof><rights>Copyright IWA Publishing Nov 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c307t-362ac2aa72163d903d914f440a7e7186135b6ecb03c517a308a25d4723c81c1d3</citedby><cites>FETCH-LOGICAL-c307t-362ac2aa72163d903d914f440a7e7186135b6ecb03c517a308a25d4723c81c1d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Arami Fadafan, Masoud</creatorcontrib><creatorcontrib>Hessami Kermani, Masoud-Reza</creatorcontrib><title>Moving particle semi-implicit method with improved pressures stability properties</title><title>Journal of hydroinformatics</title><description>Moving particle semi-implicit (MPS) method is one of the Lagrangian methods widely used in engineering issues. This method, however, suffers from unphysical oscillations in its original form. In the present study, a modified incompressible MPS method is proposed to suppress these oscillations and is used for simulating free surface problems. To demonstrate the stability of the presented method, different kernel functions are used in the case of numerical dam break modeling as a benchmark simulation. A simple form of definition of curved wall boundaries is suggested which eliminates dummy particles and subsequently saves CPU time. Flow over an ogee spillway is simulated for the first time with the I-MPS method and as a new test case which has several curved lines in its geometry. The comparisons between theoretical solutions/experimental data and simulation results in terms of free surface and pressure show the accuracy of the method.</description><subject>Computational fluid dynamics</subject><subject>Computational mathematics</subject><subject>Computational physics</subject><subject>Computer simulation</subject><subject>Dam failure</subject><subject>Engineering</subject><subject>Fluids</subject><subject>Free surfaces</subject><subject>Implicit methods</subject><subject>Kernel functions</subject><subject>Lagrangian current measurement</subject><subject>Mechanics</subject><subject>Methods</subject><subject>Modelling</subject><subject>Numerical analysis</subject><subject>Oscillations</subject><subject>Reynolds number</subject><subject>Simulation</subject><subject>Solutions</subject><subject>Spillways</subject><subject>Stability</subject><subject>Studies</subject><subject>Surface stability</subject><issn>1464-7141</issn><issn>1465-1734</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNotkN1LwzAUxYMoOKevPgd8bs1N0qR7lOEXTETQ55Cmqctol5qkk_33ZpsP94PD4Z7LD6FbICUFIe7X-zb4khKQJVA4QzPgoipAMn5-3HkhgcMluopxQwgFVsMMfbz5ndt-41GH5ExvcbSDK9ww9s64hAeb1r7Fvy6tcRaD39kWj8HGOOWGY9KN613aZ82PNp-w8RpddLqP9uZ_ztHX0-Pn8qVYvT-_Lh9WhWFEpoIJqg3VWubfWbsguYB3nBMtrYRaAKsaYU1DmKlAakZqTauWS8pMDQZaNkd3p7s5-meyMamNn8I2RyoKciEXVEjIrvLkMsHHGGynxuAGHfYKiDpgU0ds6oBNZWzsD4YoYdk</recordid><startdate>20181101</startdate><enddate>20181101</enddate><creator>Arami Fadafan, Masoud</creator><creator>Hessami Kermani, Masoud-Reza</creator><general>IWA Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope></search><sort><creationdate>20181101</creationdate><title>Moving particle semi-implicit method with improved pressures stability properties</title><author>Arami Fadafan, Masoud ; Hessami Kermani, Masoud-Reza</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c307t-362ac2aa72163d903d914f440a7e7186135b6ecb03c517a308a25d4723c81c1d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Computational fluid dynamics</topic><topic>Computational mathematics</topic><topic>Computational physics</topic><topic>Computer simulation</topic><topic>Dam failure</topic><topic>Engineering</topic><topic>Fluids</topic><topic>Free surfaces</topic><topic>Implicit methods</topic><topic>Kernel functions</topic><topic>Lagrangian current measurement</topic><topic>Mechanics</topic><topic>Methods</topic><topic>Modelling</topic><topic>Numerical analysis</topic><topic>Oscillations</topic><topic>Reynolds number</topic><topic>Simulation</topic><topic>Solutions</topic><topic>Spillways</topic><topic>Stability</topic><topic>Studies</topic><topic>Surface stability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Arami Fadafan, Masoud</creatorcontrib><creatorcontrib>Hessami Kermani, Masoud-Reza</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural &amp; Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric &amp; Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric &amp; Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><jtitle>Journal of hydroinformatics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Arami Fadafan, Masoud</au><au>Hessami Kermani, Masoud-Reza</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Moving particle semi-implicit method with improved pressures stability properties</atitle><jtitle>Journal of hydroinformatics</jtitle><date>2018-11-01</date><risdate>2018</risdate><volume>20</volume><issue>6</issue><spage>1268</spage><epage>1285</epage><pages>1268-1285</pages><issn>1464-7141</issn><eissn>1465-1734</eissn><abstract>Moving particle semi-implicit (MPS) method is one of the Lagrangian methods widely used in engineering issues. This method, however, suffers from unphysical oscillations in its original form. In the present study, a modified incompressible MPS method is proposed to suppress these oscillations and is used for simulating free surface problems. To demonstrate the stability of the presented method, different kernel functions are used in the case of numerical dam break modeling as a benchmark simulation. A simple form of definition of curved wall boundaries is suggested which eliminates dummy particles and subsequently saves CPU time. Flow over an ogee spillway is simulated for the first time with the I-MPS method and as a new test case which has several curved lines in its geometry. The comparisons between theoretical solutions/experimental data and simulation results in terms of free surface and pressure show the accuracy of the method.</abstract><cop>London</cop><pub>IWA Publishing</pub><doi>10.2166/hydro.2017.121</doi><tpages>18</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1464-7141
ispartof Journal of hydroinformatics, 2018-11, Vol.20 (6), p.1268-1285
issn 1464-7141
1465-1734
language eng
recordid cdi_proquest_journals_2179792671
source Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals
subjects Computational fluid dynamics
Computational mathematics
Computational physics
Computer simulation
Dam failure
Engineering
Fluids
Free surfaces
Implicit methods
Kernel functions
Lagrangian current measurement
Mechanics
Methods
Modelling
Numerical analysis
Oscillations
Reynolds number
Simulation
Solutions
Spillways
Stability
Studies
Surface stability
title Moving particle semi-implicit method with improved pressures stability properties
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T20%3A01%3A44IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Moving%20particle%20semi-implicit%20method%20with%20improved%20pressures%20stability%20properties&rft.jtitle=Journal%20of%20hydroinformatics&rft.au=Arami%20Fadafan,%20Masoud&rft.date=2018-11-01&rft.volume=20&rft.issue=6&rft.spage=1268&rft.epage=1285&rft.pages=1268-1285&rft.issn=1464-7141&rft.eissn=1465-1734&rft_id=info:doi/10.2166/hydro.2017.121&rft_dat=%3Cproquest_cross%3E2179792671%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2179792671&rft_id=info:pmid/&rfr_iscdi=true