Dispersive dam-break and lock-exchange flows in a two-layer fluid
Dam-break and lock-exchange flows are considered in a Boussinesq two-layer fluid system in a uniform two-dimensional channel. The focus is on inviscid ‘weak’ dam breaks or lock exchanges, for which waves generated from the initial conditions do not break, but instead disperse in a so-called undular...
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description | Dam-break and lock-exchange flows are considered in a Boussinesq two-layer fluid system in a uniform two-dimensional channel. The focus is on inviscid ‘weak’ dam breaks or lock exchanges, for which waves generated from the initial conditions do not break, but instead disperse in a so-called undular bore. The evolution of such flows can be described by the Miyata–Camassa–Choi (MCC) equations. Insight into solutions of the MCC equations is provided by the canonical form of their long wave limit, the two-layer shallow water equations, which can be related to their single-layer counterpart via a surjective map. The nature of this surjective map illustrates that whilst some Riemann-type initial-value problems (dam breaks) are analogous to those in the single-layer problem, others (lock exchanges) are not. Previous descriptions of MCC waves of permanent form (cnoidal and solitary waves) are generalised, including a description of the effects of a regularising surface tension. The wave solutions allow the application of a technique due to El's approach, based on Whitham's modulation theory, which is used to determine key features of the expanding undular bore as a function of the initial conditions. A typical dam-break flow consists of a leftwards-propagating simple rarefaction wave and a rightward-propagating simple undular bore. The leading and trailing edge speeds, leading edge solitary wave amplitude and trailing edge linear wavelength are determined for the undular bore. Lock-exchange flows, for which the initial interface shape crosses the mid-depth of the channel, by contrast, are found to be more complex, and depending on the value of the surface tension parameter may include ‘solibores’ or fronts connecting two distinct regimes of long-wave behaviour. All of the results presented are informed and verified by numerical solutions of the MCC equations. |
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G. ; PEARCE, J. D.</creator><creatorcontrib>ESLER, J. G. ; PEARCE, J. D.</creatorcontrib><description>Dam-break and lock-exchange flows are considered in a Boussinesq two-layer fluid system in a uniform two-dimensional channel. The focus is on inviscid ‘weak’ dam breaks or lock exchanges, for which waves generated from the initial conditions do not break, but instead disperse in a so-called undular bore. The evolution of such flows can be described by the Miyata–Camassa–Choi (MCC) equations. Insight into solutions of the MCC equations is provided by the canonical form of their long wave limit, the two-layer shallow water equations, which can be related to their single-layer counterpart via a surjective map. The nature of this surjective map illustrates that whilst some Riemann-type initial-value problems (dam breaks) are analogous to those in the single-layer problem, others (lock exchanges) are not. Previous descriptions of MCC waves of permanent form (cnoidal and solitary waves) are generalised, including a description of the effects of a regularising surface tension. The wave solutions allow the application of a technique due to El's approach, based on Whitham's modulation theory, which is used to determine key features of the expanding undular bore as a function of the initial conditions. A typical dam-break flow consists of a leftwards-propagating simple rarefaction wave and a rightward-propagating simple undular bore. The leading and trailing edge speeds, leading edge solitary wave amplitude and trailing edge linear wavelength are determined for the undular bore. Lock-exchange flows, for which the initial interface shape crosses the mid-depth of the channel, by contrast, are found to be more complex, and depending on the value of the surface tension parameter may include ‘solibores’ or fronts connecting two distinct regimes of long-wave behaviour. All of the results presented are informed and verified by numerical solutions of the MCC equations.</description><identifier>ISSN: 0022-1120</identifier><identifier>EISSN: 1469-7645</identifier><identifier>DOI: 10.1017/S0022112010004593</identifier><identifier>CODEN: JFLSA7</identifier><language>eng</language><publisher>Cambridge, UK: Cambridge University Press</publisher><subject>Applied sciences ; Breaking ; Buildings. Public works ; Channels ; Dam failure ; Dams and subsidiary installations ; Dispersion ; Exact sciences and technology ; Flow velocity ; Fluid dynamics ; Fluid flow ; Fluid mechanics ; Hydraulic constructions ; Initial conditions ; Locks ; Mathematical analysis ; Mathematical models ; Shallow water ; Solitary waves ; Surface tension ; Surface waves ; Waterways</subject><ispartof>Journal of fluid mechanics, 2011-01, Vol.667, p.555-585</ispartof><rights>Copyright © Cambridge University Press 2011</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c502t-591472b588a2a32a23c09898bcb76d76460f6f0786683089c7e8e74dbe34d81d3</citedby><cites>FETCH-LOGICAL-c502t-591472b588a2a32a23c09898bcb76d76460f6f0786683089c7e8e74dbe34d81d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.cambridge.org/core/product/identifier/S0022112010004593/type/journal_article$$EHTML$$P50$$Gcambridge$$H</linktohtml><link.rule.ids>164,314,776,780,27901,27902,55603</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23878887$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>ESLER, J. G.</creatorcontrib><creatorcontrib>PEARCE, J. D.</creatorcontrib><title>Dispersive dam-break and lock-exchange flows in a two-layer fluid</title><title>Journal of fluid mechanics</title><addtitle>J. Fluid Mech</addtitle><description>Dam-break and lock-exchange flows are considered in a Boussinesq two-layer fluid system in a uniform two-dimensional channel. The focus is on inviscid ‘weak’ dam breaks or lock exchanges, for which waves generated from the initial conditions do not break, but instead disperse in a so-called undular bore. The evolution of such flows can be described by the Miyata–Camassa–Choi (MCC) equations. Insight into solutions of the MCC equations is provided by the canonical form of their long wave limit, the two-layer shallow water equations, which can be related to their single-layer counterpart via a surjective map. The nature of this surjective map illustrates that whilst some Riemann-type initial-value problems (dam breaks) are analogous to those in the single-layer problem, others (lock exchanges) are not. Previous descriptions of MCC waves of permanent form (cnoidal and solitary waves) are generalised, including a description of the effects of a regularising surface tension. The wave solutions allow the application of a technique due to El's approach, based on Whitham's modulation theory, which is used to determine key features of the expanding undular bore as a function of the initial conditions. A typical dam-break flow consists of a leftwards-propagating simple rarefaction wave and a rightward-propagating simple undular bore. The leading and trailing edge speeds, leading edge solitary wave amplitude and trailing edge linear wavelength are determined for the undular bore. Lock-exchange flows, for which the initial interface shape crosses the mid-depth of the channel, by contrast, are found to be more complex, and depending on the value of the surface tension parameter may include ‘solibores’ or fronts connecting two distinct regimes of long-wave behaviour. All of the results presented are informed and verified by numerical solutions of the MCC equations.</description><subject>Applied sciences</subject><subject>Breaking</subject><subject>Buildings. Public works</subject><subject>Channels</subject><subject>Dam failure</subject><subject>Dams and subsidiary installations</subject><subject>Dispersion</subject><subject>Exact sciences and technology</subject><subject>Flow velocity</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fluid mechanics</subject><subject>Hydraulic constructions</subject><subject>Initial conditions</subject><subject>Locks</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Shallow water</subject><subject>Solitary waves</subject><subject>Surface tension</subject><subject>Surface waves</subject><subject>Waterways</subject><issn>0022-1120</issn><issn>1469-7645</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>BENPR</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNp9kEtLAzEUhYMoWKs_wN0giG6iN8nktSz1CYILdT1kMpk67Txq0rH235vSoqDo6sK93zmcexA6JnBBgMjLJwBKCaFAACDlmu2gAUmFxlKkfBcN1me8vu-jgxCmAISBlgM0uqrC3PlQvbukMA3OvTOzxLRFUnd2ht2HfTXtxCVl3S1DUrWJSRbLDtdm5Xxc9lVxiPZKUwd3tJ1D9HJz_Ty-ww-Pt_fj0QO2HOgCc01SSXOulKGGUUOZBa20ym0uRRFTCihFCVIJoRgobaVTTqZF7lhaKFKwITrb-M5999a7sMiaKlhX16Z1XR8yJQhnmjESyfN_SSJSSiWTnEf05Ac67Xrfxj8ylYKgKlYWIbKBrO9C8K7M5r5qjF9lBLJ1-9mv9qPmdGtsgjV16U1rq_AlpExJpZSMHNt6myb3VTFx3wn-dv8E8dqPxA</recordid><startdate>20110125</startdate><enddate>20110125</enddate><creator>ESLER, J. 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G.</au><au>PEARCE, J. D.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dispersive dam-break and lock-exchange flows in a two-layer fluid</atitle><jtitle>Journal of fluid mechanics</jtitle><addtitle>J. Fluid Mech</addtitle><date>2011-01-25</date><risdate>2011</risdate><volume>667</volume><spage>555</spage><epage>585</epage><pages>555-585</pages><issn>0022-1120</issn><eissn>1469-7645</eissn><coden>JFLSA7</coden><abstract>Dam-break and lock-exchange flows are considered in a Boussinesq two-layer fluid system in a uniform two-dimensional channel. The focus is on inviscid ‘weak’ dam breaks or lock exchanges, for which waves generated from the initial conditions do not break, but instead disperse in a so-called undular bore. The evolution of such flows can be described by the Miyata–Camassa–Choi (MCC) equations. Insight into solutions of the MCC equations is provided by the canonical form of their long wave limit, the two-layer shallow water equations, which can be related to their single-layer counterpart via a surjective map. The nature of this surjective map illustrates that whilst some Riemann-type initial-value problems (dam breaks) are analogous to those in the single-layer problem, others (lock exchanges) are not. Previous descriptions of MCC waves of permanent form (cnoidal and solitary waves) are generalised, including a description of the effects of a regularising surface tension. The wave solutions allow the application of a technique due to El's approach, based on Whitham's modulation theory, which is used to determine key features of the expanding undular bore as a function of the initial conditions. A typical dam-break flow consists of a leftwards-propagating simple rarefaction wave and a rightward-propagating simple undular bore. The leading and trailing edge speeds, leading edge solitary wave amplitude and trailing edge linear wavelength are determined for the undular bore. Lock-exchange flows, for which the initial interface shape crosses the mid-depth of the channel, by contrast, are found to be more complex, and depending on the value of the surface tension parameter may include ‘solibores’ or fronts connecting two distinct regimes of long-wave behaviour. All of the results presented are informed and verified by numerical solutions of the MCC equations.</abstract><cop>Cambridge, UK</cop><pub>Cambridge University Press</pub><doi>10.1017/S0022112010004593</doi><tpages>31</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Applied sciences Breaking Buildings. Public works Channels Dam failure Dams and subsidiary installations Dispersion Exact sciences and technology Flow velocity Fluid dynamics Fluid flow Fluid mechanics Hydraulic constructions Initial conditions Locks Mathematical analysis Mathematical models Shallow water Solitary waves Surface tension Surface waves Waterways |
title | Dispersive dam-break and lock-exchange flows in a two-layer fluid |
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