Loading…
Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2
A new 3D hydrodynamic model was developed to simulate water quality transport in surface waterbodies. The governing equations are the continuity equation, free surface equation, momentum equation and transport equation. The 2D numerical scheme of CE-QUAL-W2 was expanded in three dimensions and modif...
Saved in:
Published in: | Journal of hydraulic research 2020-01, Vol.58 (1), p.152-171 |
---|---|
Main Authors: | , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083 |
---|---|
cites | cdi_FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083 |
container_end_page | 171 |
container_issue | 1 |
container_start_page | 152 |
container_title | Journal of hydraulic research |
container_volume | 58 |
creator | Al-Zubaidi, Hussein A. M. Wells, Scott A. |
description | A new 3D hydrodynamic model was developed to simulate water quality transport in surface waterbodies. The governing equations are the continuity equation, free surface equation, momentum equation and transport equation. The 2D numerical scheme of CE-QUAL-W2 was expanded in three dimensions and modified to solve for the free surface elevation. A time splitting technique was employed to solve the momentum and transport equation. The numerical formulation of the 3D scheme used a novel solution, which resulted in a tri-diagonal matrix form for solving the free surface equation rather than a more computationally intensive penta-diagonal matrix solution. In addition, the hydrodynamic and water quality equations were solved at the same time step in order to allow feedback between water quality and hydrodynamics. The verification of the model hydrodynamics and temperature was performed by comparing the model predictions to known analytical solutions and field data from Lake Chaplain, Washington, USA. There was good agreement of the solution of the hydrodynamic equations to analytical solutions and field data. |
doi_str_mv | 10.1080/00221686.2018.1499051 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2352035417</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2352035417</sourcerecordid><originalsourceid>FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083</originalsourceid><addsrcrecordid>eNp9kMtKxDAUhoMoOF4eQQi47phLL8nOYcYbCCIoLsOZNGEibaNJq3Tti5ta3bo6nMP3f3B-hM4oWVIiyAUhjNFSlEtGqFjSXEpS0D20oILmGSOV3EeLickm6BAdxfia1rKU5QJ9rTpoxt5paDB0NbbONDX-MMHZdOud77C3GDDf4N1YB1-PHbRO_7Cf0JuA3wdoXD_ibmhTavJEvTOtwVuIpsZJ0O8MZhtsfWiHZna6Dq-vssfn1X32wk7QgYUmmtPfeYyer6-e1rfZ_cPN3TohmnPRZ1TmRMhiy8paWltWheTSQC21SYuWuoLcmmJb8KoS0lAqOKsAtN1aQQ0QwY_R-ex9C_59MLFXr34I6f-oGC8Y4UVOq0QVM6WDjzEYq96CayGMihI19a3--lZT3-q375S7nHOumz6FTx-aWvUwNj7YAJ12UfH_Fd_T1obt</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2352035417</pqid></control><display><type>article</type><title>Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2</title><source>Taylor and Francis Science and Technology Collection</source><creator>Al-Zubaidi, Hussein A. M. ; Wells, Scott A.</creator><creatorcontrib>Al-Zubaidi, Hussein A. M. ; Wells, Scott A.</creatorcontrib><description>A new 3D hydrodynamic model was developed to simulate water quality transport in surface waterbodies. The governing equations are the continuity equation, free surface equation, momentum equation and transport equation. The 2D numerical scheme of CE-QUAL-W2 was expanded in three dimensions and modified to solve for the free surface elevation. A time splitting technique was employed to solve the momentum and transport equation. The numerical formulation of the 3D scheme used a novel solution, which resulted in a tri-diagonal matrix form for solving the free surface equation rather than a more computationally intensive penta-diagonal matrix solution. In addition, the hydrodynamic and water quality equations were solved at the same time step in order to allow feedback between water quality and hydrodynamics. The verification of the model hydrodynamics and temperature was performed by comparing the model predictions to known analytical solutions and field data from Lake Chaplain, Washington, USA. There was good agreement of the solution of the hydrodynamic equations to analytical solutions and field data.</description><identifier>ISSN: 0022-1686</identifier><identifier>EISSN: 1814-2079</identifier><identifier>DOI: 10.1080/00221686.2018.1499051</identifier><language>eng</language><publisher>Madrid: Taylor & Francis</publisher><subject>CE-QUAL-W2 ; Computational fluid dynamics ; Computer simulation ; Continuity equation ; Dimensions ; Exact solutions ; Fluid flow ; Fluid mechanics ; free surface flow ; Free surfaces ; Hydrodynamic equations ; hydrodynamic model ; Hydrodynamics ; Lakes ; lakes and reservoirs ; Mathematical models ; Momentum ; Momentum equation ; numerical model verification ; Three dimensional models ; Transport ; Transport equations ; Two dimensional models ; Verification ; Water quality</subject><ispartof>Journal of hydraulic research, 2020-01, Vol.58 (1), p.152-171</ispartof><rights>2018 International Association for Hydro-Environment Engineering and Research 2018</rights><rights>2018 International Association for Hydro-Environment Engineering and Research</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083</citedby><cites>FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083</cites><orcidid>0000-0001-8746-8543 ; 0000-0001-8711-1018</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Al-Zubaidi, Hussein A. M.</creatorcontrib><creatorcontrib>Wells, Scott A.</creatorcontrib><title>Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2</title><title>Journal of hydraulic research</title><description>A new 3D hydrodynamic model was developed to simulate water quality transport in surface waterbodies. The governing equations are the continuity equation, free surface equation, momentum equation and transport equation. The 2D numerical scheme of CE-QUAL-W2 was expanded in three dimensions and modified to solve for the free surface elevation. A time splitting technique was employed to solve the momentum and transport equation. The numerical formulation of the 3D scheme used a novel solution, which resulted in a tri-diagonal matrix form for solving the free surface equation rather than a more computationally intensive penta-diagonal matrix solution. In addition, the hydrodynamic and water quality equations were solved at the same time step in order to allow feedback between water quality and hydrodynamics. The verification of the model hydrodynamics and temperature was performed by comparing the model predictions to known analytical solutions and field data from Lake Chaplain, Washington, USA. There was good agreement of the solution of the hydrodynamic equations to analytical solutions and field data.</description><subject>CE-QUAL-W2</subject><subject>Computational fluid dynamics</subject><subject>Computer simulation</subject><subject>Continuity equation</subject><subject>Dimensions</subject><subject>Exact solutions</subject><subject>Fluid flow</subject><subject>Fluid mechanics</subject><subject>free surface flow</subject><subject>Free surfaces</subject><subject>Hydrodynamic equations</subject><subject>hydrodynamic model</subject><subject>Hydrodynamics</subject><subject>Lakes</subject><subject>lakes and reservoirs</subject><subject>Mathematical models</subject><subject>Momentum</subject><subject>Momentum equation</subject><subject>numerical model verification</subject><subject>Three dimensional models</subject><subject>Transport</subject><subject>Transport equations</subject><subject>Two dimensional models</subject><subject>Verification</subject><subject>Water quality</subject><issn>0022-1686</issn><issn>1814-2079</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kMtKxDAUhoMoOF4eQQi47phLL8nOYcYbCCIoLsOZNGEibaNJq3Tti5ta3bo6nMP3f3B-hM4oWVIiyAUhjNFSlEtGqFjSXEpS0D20oILmGSOV3EeLickm6BAdxfia1rKU5QJ9rTpoxt5paDB0NbbONDX-MMHZdOud77C3GDDf4N1YB1-PHbRO_7Cf0JuA3wdoXD_ibmhTavJEvTOtwVuIpsZJ0O8MZhtsfWiHZna6Dq-vssfn1X32wk7QgYUmmtPfeYyer6-e1rfZ_cPN3TohmnPRZ1TmRMhiy8paWltWheTSQC21SYuWuoLcmmJb8KoS0lAqOKsAtN1aQQ0QwY_R-ex9C_59MLFXr34I6f-oGC8Y4UVOq0QVM6WDjzEYq96CayGMihI19a3--lZT3-q375S7nHOumz6FTx-aWvUwNj7YAJ12UfH_Fd_T1obt</recordid><startdate>20200102</startdate><enddate>20200102</enddate><creator>Al-Zubaidi, Hussein A. M.</creator><creator>Wells, Scott A.</creator><general>Taylor & Francis</general><general>Taylor & Francis Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TB</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0001-8746-8543</orcidid><orcidid>https://orcid.org/0000-0001-8711-1018</orcidid></search><sort><creationdate>20200102</creationdate><title>Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2</title><author>Al-Zubaidi, Hussein A. M. ; Wells, Scott A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>CE-QUAL-W2</topic><topic>Computational fluid dynamics</topic><topic>Computer simulation</topic><topic>Continuity equation</topic><topic>Dimensions</topic><topic>Exact solutions</topic><topic>Fluid flow</topic><topic>Fluid mechanics</topic><topic>free surface flow</topic><topic>Free surfaces</topic><topic>Hydrodynamic equations</topic><topic>hydrodynamic model</topic><topic>Hydrodynamics</topic><topic>Lakes</topic><topic>lakes and reservoirs</topic><topic>Mathematical models</topic><topic>Momentum</topic><topic>Momentum equation</topic><topic>numerical model verification</topic><topic>Three dimensional models</topic><topic>Transport</topic><topic>Transport equations</topic><topic>Two dimensional models</topic><topic>Verification</topic><topic>Water quality</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Al-Zubaidi, Hussein A. M.</creatorcontrib><creatorcontrib>Wells, Scott A.</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of hydraulic research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Al-Zubaidi, Hussein A. M.</au><au>Wells, Scott A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2</atitle><jtitle>Journal of hydraulic research</jtitle><date>2020-01-02</date><risdate>2020</risdate><volume>58</volume><issue>1</issue><spage>152</spage><epage>171</epage><pages>152-171</pages><issn>0022-1686</issn><eissn>1814-2079</eissn><abstract>A new 3D hydrodynamic model was developed to simulate water quality transport in surface waterbodies. The governing equations are the continuity equation, free surface equation, momentum equation and transport equation. The 2D numerical scheme of CE-QUAL-W2 was expanded in three dimensions and modified to solve for the free surface elevation. A time splitting technique was employed to solve the momentum and transport equation. The numerical formulation of the 3D scheme used a novel solution, which resulted in a tri-diagonal matrix form for solving the free surface equation rather than a more computationally intensive penta-diagonal matrix solution. In addition, the hydrodynamic and water quality equations were solved at the same time step in order to allow feedback between water quality and hydrodynamics. The verification of the model hydrodynamics and temperature was performed by comparing the model predictions to known analytical solutions and field data from Lake Chaplain, Washington, USA. There was good agreement of the solution of the hydrodynamic equations to analytical solutions and field data.</abstract><cop>Madrid</cop><pub>Taylor & Francis</pub><doi>10.1080/00221686.2018.1499051</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0001-8746-8543</orcidid><orcidid>https://orcid.org/0000-0001-8711-1018</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0022-1686 |
ispartof | Journal of hydraulic research, 2020-01, Vol.58 (1), p.152-171 |
issn | 0022-1686 1814-2079 |
language | eng |
recordid | cdi_proquest_journals_2352035417 |
source | Taylor and Francis Science and Technology Collection |
subjects | CE-QUAL-W2 Computational fluid dynamics Computer simulation Continuity equation Dimensions Exact solutions Fluid flow Fluid mechanics free surface flow Free surfaces Hydrodynamic equations hydrodynamic model Hydrodynamics Lakes lakes and reservoirs Mathematical models Momentum Momentum equation numerical model verification Three dimensional models Transport Transport equations Two dimensional models Verification Water quality |
title | Analytical and field verification of a 3D hydrodynamic and water quality numerical scheme based on the 2D formulation in CE-QUAL-W2 |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T16%3A15%3A24IST&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=Analytical%20and%20field%20verification%20of%20a%203D%20hydrodynamic%20and%20water%20quality%20numerical%20scheme%20based%20on%20the%202D%20formulation%20in%20CE-QUAL-W2&rft.jtitle=Journal%20of%20hydraulic%20research&rft.au=Al-Zubaidi,%20Hussein%20A.%20M.&rft.date=2020-01-02&rft.volume=58&rft.issue=1&rft.spage=152&rft.epage=171&rft.pages=152-171&rft.issn=0022-1686&rft.eissn=1814-2079&rft_id=info:doi/10.1080/00221686.2018.1499051&rft_dat=%3Cproquest_cross%3E2352035417%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c338t-1940895b26d9ff675939ead9cef67c9c7a4fe5b537789e118327aacfbf81ea083%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2352035417&rft_id=info:pmid/&rfr_iscdi=true |