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Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows
The Shiono and Knight method (SKM) offers a new approach to calculating the lateral distributions of depth-averaged velocity and boundary shear stress for flows in straight prismatic channels. It accounts for bed shear, lateral shear, and secondary flow effects via 3 coefficients— f,λ , and Γ —thus...
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Published in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2007-01, Vol.133 (1), p.39-47 |
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container_title | Journal of hydraulic engineering (New York, N.Y.) |
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creator | Knight, Donald W Omran, Mazen Tang, Xiaonan |
description | The Shiono and Knight method (SKM) offers a new approach to calculating the lateral distributions of depth-averaged velocity and boundary shear stress for flows in straight prismatic channels. It accounts for bed shear, lateral shear, and secondary flow effects via 3 coefficients—
f,λ
, and
Γ
—thus incorporating some key 3D flow feature into a lateral distribution model for streamwise motion. The SKM incorporates the effects of secondary flows by specifying an appropriate value for the
Γ
parameter depending on the sense of direction of the secondary flows, commensurate with the derivative of the term
Hρ(UV
)d
. The values of the transverse velocities,
V
, have been shown to be consistent with observation. A wide range of boundary shear stress data for trapezoidal channels from different sources has been used to validate the model. The accuracy of the predictions is good, despite the simplicity of the model, although some calibration problems remain. The SKM thus offers an alternative methodology to the more traditional computational fluid dynamics (CFD) approach, giving velocities and boundary shear stress for practical problems, but at much less computational effort than CFD. |
doi_str_mv | 10.1061/(ASCE)0733-9429(2007)133:1(39) |
format | article |
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f,λ
, and
Γ
—thus incorporating some key 3D flow feature into a lateral distribution model for streamwise motion. The SKM incorporates the effects of secondary flows by specifying an appropriate value for the
Γ
parameter depending on the sense of direction of the secondary flows, commensurate with the derivative of the term
Hρ(UV
)d
. The values of the transverse velocities,
V
, have been shown to be consistent with observation. A wide range of boundary shear stress data for trapezoidal channels from different sources has been used to validate the model. The accuracy of the predictions is good, despite the simplicity of the model, although some calibration problems remain. The SKM thus offers an alternative methodology to the more traditional computational fluid dynamics (CFD) approach, giving velocities and boundary shear stress for practical problems, but at much less computational effort than CFD.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)0733-9429(2007)133:1(39)</identifier><identifier>CODEN: JHEND8</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Hydraulic constructions ; Structural analysis. Stresses ; TECHNICAL PAPERS</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2007-01, Vol.133 (1), p.39-47</ispartof><rights>2007 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a410t-deb767032b1c43fca812bf614b4bf797c74f1d5ee1a2ce1321eaa1a68806a6463</citedby><cites>FETCH-LOGICAL-a410t-deb767032b1c43fca812bf614b4bf797c74f1d5ee1a2ce1321eaa1a68806a6463</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9429(2007)133:1(39)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9429(2007)133:1(39)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3239,4010,10049,27900,27901,27902,75934,75942</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18405390$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Knight, Donald W</creatorcontrib><creatorcontrib>Omran, Mazen</creatorcontrib><creatorcontrib>Tang, Xiaonan</creatorcontrib><title>Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>The Shiono and Knight method (SKM) offers a new approach to calculating the lateral distributions of depth-averaged velocity and boundary shear stress for flows in straight prismatic channels. It accounts for bed shear, lateral shear, and secondary flow effects via 3 coefficients—
f,λ
, and
Γ
—thus incorporating some key 3D flow feature into a lateral distribution model for streamwise motion. The SKM incorporates the effects of secondary flows by specifying an appropriate value for the
Γ
parameter depending on the sense of direction of the secondary flows, commensurate with the derivative of the term
Hρ(UV
)d
. The values of the transverse velocities,
V
, have been shown to be consistent with observation. A wide range of boundary shear stress data for trapezoidal channels from different sources has been used to validate the model. The accuracy of the predictions is good, despite the simplicity of the model, although some calibration problems remain. The SKM thus offers an alternative methodology to the more traditional computational fluid dynamics (CFD) approach, giving velocities and boundary shear stress for practical problems, but at much less computational effort than CFD.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Hydraulic constructions</subject><subject>Structural analysis. Stresses</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqFkcFO3DAQhq2qlbqFvoMvRbuHUE_sTeJKHJYFChKIw9Je3YkzYYOMvdhZEH36JloEN3qayzfza_6PsQMQhyAK-D5drJanM1FKmWmV62kuRDkDKX_AVOrZBzYBrWRWaiE-sskr9pl9SelOCFCFribsz1VoyHX-lp_Qpl9ni0eKeEsN_00u2K5_5ugbfhy2vsH4zFdrwsg7z28ibuhv6Bp0fLlG78kl_tT1a74iG3bwmQtPaZ99atEl-voy99ivs9Ob5Xl2ef3zYrm4zFCB6LOG6rIohcxrsEq2FivI67YAVau6LXVpS9VCMycCzC2BzIEQAYuqEgUWqpB77GB3dxPDw5ZSb-67ZMk59BS2yeR6nlday_-CoOdDtqwG8GgH2hhSitSaTezuh8cMCDMaMGY0YMZqzVitGQ2YwYABI_Ww_-0lCJNF10b0tktvRyol5lKLgdM7bsDI3IVt9ENRryHvZvwD0eaYtQ</recordid><startdate>200701</startdate><enddate>200701</enddate><creator>Knight, Donald W</creator><creator>Omran, Mazen</creator><creator>Tang, Xiaonan</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>C1K</scope><scope>KL.</scope><scope>7TB</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>200701</creationdate><title>Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows</title><author>Knight, Donald W ; Omran, Mazen ; Tang, Xiaonan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a410t-deb767032b1c43fca812bf614b4bf797c74f1d5ee1a2ce1321eaa1a68806a6463</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Hydraulic constructions</topic><topic>Structural analysis. Stresses</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Knight, Donald W</creatorcontrib><creatorcontrib>Omran, Mazen</creatorcontrib><creatorcontrib>Tang, Xiaonan</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Knight, Donald W</au><au>Omran, Mazen</au><au>Tang, Xiaonan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2007-01</date><risdate>2007</risdate><volume>133</volume><issue>1</issue><spage>39</spage><epage>47</epage><pages>39-47</pages><issn>0733-9429</issn><eissn>1943-7900</eissn><coden>JHEND8</coden><abstract>The Shiono and Knight method (SKM) offers a new approach to calculating the lateral distributions of depth-averaged velocity and boundary shear stress for flows in straight prismatic channels. It accounts for bed shear, lateral shear, and secondary flow effects via 3 coefficients—
f,λ
, and
Γ
—thus incorporating some key 3D flow feature into a lateral distribution model for streamwise motion. The SKM incorporates the effects of secondary flows by specifying an appropriate value for the
Γ
parameter depending on the sense of direction of the secondary flows, commensurate with the derivative of the term
Hρ(UV
)d
. The values of the transverse velocities,
V
, have been shown to be consistent with observation. A wide range of boundary shear stress data for trapezoidal channels from different sources has been used to validate the model. The accuracy of the predictions is good, despite the simplicity of the model, although some calibration problems remain. The SKM thus offers an alternative methodology to the more traditional computational fluid dynamics (CFD) approach, giving velocities and boundary shear stress for practical problems, but at much less computational effort than CFD.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9429(2007)133:1(39)</doi><tpages>9</tpages></addata></record> |
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subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Hydraulic constructions Structural analysis. Stresses TECHNICAL PAPERS |
title | Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows |
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