Verification of equations for incipient motion studies for a rigid rectangular channel
The current study aims to verify the existing equations for incipient motion for a rigid rectangular channel. Data from experimental work on incipient motion from a rectangular flume with two different widths, namely 0.3 and 0.6 m, were compared with the critical velocity value predicted by the equa...
Gespeichert in:
| Veröffentlicht in: | Water science and technology 2013-01, Vol.67 (2), p.395-403 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 403 |
|---|---|
| container_issue | 2 |
| container_start_page | 395 |
| container_title | Water science and technology |
| container_volume | 67 |
| creator | JOO BONG, Charles Hin LIANG LAU, Tze GHANI, Aminuddin Ab |
| description | The current study aims to verify the existing equations for incipient motion for a rigid rectangular channel. Data from experimental work on incipient motion from a rectangular flume with two different widths, namely 0.3 and 0.6 m, were compared with the critical velocity value predicted by the equations of Novak & Nalluri and El-Zaemey. The equation by El-Zaemey performed better with an average discrepancy ratio value of 1.06 compared with the equation by Novak & Nalluri with an average discrepancy ratio value of 0.87. However, as the sediment deposit thickness increased, the equation by El-Zaemey became less accurate. A plot on the Shields Diagram using the experimental data had shown the significant effect of the sediment deposit thickness where, as the deposit becomes thicker, the dimensionless shear stress θ value also increased. A new equation had been proposed by incorporating the sediment deposit thickness. The new equation gave improved prediction with an average discrepancy ratio value of 1.02. |
| doi_str_mv | 10.2166/wst.2012.580 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1318694647</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1943877433</sourcerecordid><originalsourceid>FETCH-LOGICAL-c382t-106fb708b407df63270d1a1dd7d19406f6c1b19769fb365daad85320bf4244613</originalsourceid><addsrcrecordid>eNqF0c9LwzAUB_AgipvTm2cpiODBzrwkTdqjDH-B4EW9hjQ_NKNrt6RF_O_N3FTwYi4v8D48XvJF6BjwlADnl--xnxIMZFqUeAeNoap4XglKdtEYE0FzIISO0EGMc4yxoAzvoxGhwEvOYIxeXmzwzmvV-67NOpfZ1fB1j5nrQuZb7Zfetn226L5E7Afj7aapsuBfvcmC1b1qX4dGhUy_qba1zSHac6qJ9mhbJ-j55vppdpc_PN7ez64eck1L0ueAuasFLmuGhXGcEoENKDBGGKhYanINNVSCV66mvDBKmbKgBNeOEcY40Ak638xdhm412NjLhY_aNo1qbTdECRRKXjHOxP90LaFIJ9HTP3TeDaFND5FpLVoKwShN6mKjdOhiDNbJZfALFT4kYLmORqZo5DoamaJJ_GQ7dKgX1vzg7ywSONsCFbVqXFDp8-Ov4xUWRcHpJ6HqlWs</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1943877433</pqid></control><display><type>article</type><title>Verification of equations for incipient motion studies for a rigid rectangular channel</title><source>MEDLINE</source><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>JOO BONG, Charles Hin ; LIANG LAU, Tze ; GHANI, Aminuddin Ab</creator><creatorcontrib>JOO BONG, Charles Hin ; LIANG LAU, Tze ; GHANI, Aminuddin Ab</creatorcontrib><description>The current study aims to verify the existing equations for incipient motion for a rigid rectangular channel. Data from experimental work on incipient motion from a rectangular flume with two different widths, namely 0.3 and 0.6 m, were compared with the critical velocity value predicted by the equations of Novak & Nalluri and El-Zaemey. The equation by El-Zaemey performed better with an average discrepancy ratio value of 1.06 compared with the equation by Novak & Nalluri with an average discrepancy ratio value of 0.87. However, as the sediment deposit thickness increased, the equation by El-Zaemey became less accurate. A plot on the Shields Diagram using the experimental data had shown the significant effect of the sediment deposit thickness where, as the deposit becomes thicker, the dimensionless shear stress θ value also increased. A new equation had been proposed by incorporating the sediment deposit thickness. The new equation gave improved prediction with an average discrepancy ratio value of 1.02.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.2012.580</identifier><identifier>PMID: 23168641</identifier><identifier>CODEN: WSTED4</identifier><language>eng</language><publisher>London: International Water Association</publisher><subject>Applied sciences ; Critical velocity ; Drainage, Sanitary ; Exact sciences and technology ; Flumes ; Geologic Sediments - chemistry ; Incipient motion ; Mathematical analysis ; Mathematical models ; Models, Theoretical ; Motion ; Movement ; Pollution ; Predictions ; Reproducibility of Results ; Sediment ; Sediments ; Shear stress ; Water treatment and pollution</subject><ispartof>Water science and technology, 2013-01, Vol.67 (2), p.395-403</ispartof><rights>2014 INIST-CNRS</rights><rights>Copyright IWA Publishing Nov 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c382t-106fb708b407df63270d1a1dd7d19406f6c1b19769fb365daad85320bf4244613</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26907556$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/23168641$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>JOO BONG, Charles Hin</creatorcontrib><creatorcontrib>LIANG LAU, Tze</creatorcontrib><creatorcontrib>GHANI, Aminuddin Ab</creatorcontrib><title>Verification of equations for incipient motion studies for a rigid rectangular channel</title><title>Water science and technology</title><addtitle>Water Sci Technol</addtitle><description>The current study aims to verify the existing equations for incipient motion for a rigid rectangular channel. Data from experimental work on incipient motion from a rectangular flume with two different widths, namely 0.3 and 0.6 m, were compared with the critical velocity value predicted by the equations of Novak & Nalluri and El-Zaemey. The equation by El-Zaemey performed better with an average discrepancy ratio value of 1.06 compared with the equation by Novak & Nalluri with an average discrepancy ratio value of 0.87. However, as the sediment deposit thickness increased, the equation by El-Zaemey became less accurate. A plot on the Shields Diagram using the experimental data had shown the significant effect of the sediment deposit thickness where, as the deposit becomes thicker, the dimensionless shear stress θ value also increased. A new equation had been proposed by incorporating the sediment deposit thickness. The new equation gave improved prediction with an average discrepancy ratio value of 1.02.</description><subject>Applied sciences</subject><subject>Critical velocity</subject><subject>Drainage, Sanitary</subject><subject>Exact sciences and technology</subject><subject>Flumes</subject><subject>Geologic Sediments - chemistry</subject><subject>Incipient motion</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Models, Theoretical</subject><subject>Motion</subject><subject>Movement</subject><subject>Pollution</subject><subject>Predictions</subject><subject>Reproducibility of Results</subject><subject>Sediment</subject><subject>Sediments</subject><subject>Shear stress</subject><subject>Water treatment and pollution</subject><issn>0273-1223</issn><issn>1996-9732</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><sourceid>BENPR</sourceid><recordid>eNqF0c9LwzAUB_AgipvTm2cpiODBzrwkTdqjDH-B4EW9hjQ_NKNrt6RF_O_N3FTwYi4v8D48XvJF6BjwlADnl--xnxIMZFqUeAeNoap4XglKdtEYE0FzIISO0EGMc4yxoAzvoxGhwEvOYIxeXmzwzmvV-67NOpfZ1fB1j5nrQuZb7Zfetn226L5E7Afj7aapsuBfvcmC1b1qX4dGhUy_qba1zSHac6qJ9mhbJ-j55vppdpc_PN7ez64eck1L0ueAuasFLmuGhXGcEoENKDBGGKhYanINNVSCV66mvDBKmbKgBNeOEcY40Ak638xdhm412NjLhY_aNo1qbTdECRRKXjHOxP90LaFIJ9HTP3TeDaFND5FpLVoKwShN6mKjdOhiDNbJZfALFT4kYLmORqZo5DoamaJJ_GQ7dKgX1vzg7ywSONsCFbVqXFDp8-Ov4xUWRcHpJ6HqlWs</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>JOO BONG, Charles Hin</creator><creator>LIANG LAU, Tze</creator><creator>GHANI, Aminuddin Ab</creator><general>International Water Association</general><general>IWA Publishing</general><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7UA</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>8FE</scope><scope>8FG</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>H96</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0S</scope><scope>M1P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7X8</scope><scope>7ST</scope><scope>SOI</scope></search><sort><creationdate>20130101</creationdate><title>Verification of equations for incipient motion studies for a rigid rectangular channel</title><author>JOO BONG, Charles Hin ; LIANG LAU, Tze ; GHANI, Aminuddin Ab</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c382t-106fb708b407df63270d1a1dd7d19406f6c1b19769fb365daad85320bf4244613</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Critical velocity</topic><topic>Drainage, Sanitary</topic><topic>Exact sciences and technology</topic><topic>Flumes</topic><topic>Geologic Sediments - chemistry</topic><topic>Incipient motion</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Models, Theoretical</topic><topic>Motion</topic><topic>Movement</topic><topic>Pollution</topic><topic>Predictions</topic><topic>Reproducibility of Results</topic><topic>Sediment</topic><topic>Sediments</topic><topic>Shear stress</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>JOO BONG, Charles Hin</creatorcontrib><creatorcontrib>LIANG LAU, Tze</creatorcontrib><creatorcontrib>GHANI, Aminuddin Ab</creatorcontrib><collection>Pascal-Francis</collection><collection>Medline</collection><collection>MEDLINE</collection><collection>MEDLINE (Ovid)</collection><collection>MEDLINE</collection><collection>MEDLINE</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Health & Medical Collection</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Medical Database (Alumni Edition)</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Hospital Premium Collection</collection><collection>Hospital Premium Collection (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & 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>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Health & Medical Complete (Alumni)</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Health & Medical Collection (Alumni Edition)</collection><collection>Medical Database</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & 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>Engineering Collection</collection><collection>MEDLINE - Academic</collection><collection>Environment Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Water science and technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>JOO BONG, Charles Hin</au><au>LIANG LAU, Tze</au><au>GHANI, Aminuddin Ab</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Verification of equations for incipient motion studies for a rigid rectangular channel</atitle><jtitle>Water science and technology</jtitle><addtitle>Water Sci Technol</addtitle><date>2013-01-01</date><risdate>2013</risdate><volume>67</volume><issue>2</issue><spage>395</spage><epage>403</epage><pages>395-403</pages><issn>0273-1223</issn><eissn>1996-9732</eissn><coden>WSTED4</coden><abstract>The current study aims to verify the existing equations for incipient motion for a rigid rectangular channel. Data from experimental work on incipient motion from a rectangular flume with two different widths, namely 0.3 and 0.6 m, were compared with the critical velocity value predicted by the equations of Novak & Nalluri and El-Zaemey. The equation by El-Zaemey performed better with an average discrepancy ratio value of 1.06 compared with the equation by Novak & Nalluri with an average discrepancy ratio value of 0.87. However, as the sediment deposit thickness increased, the equation by El-Zaemey became less accurate. A plot on the Shields Diagram using the experimental data had shown the significant effect of the sediment deposit thickness where, as the deposit becomes thicker, the dimensionless shear stress θ value also increased. A new equation had been proposed by incorporating the sediment deposit thickness. The new equation gave improved prediction with an average discrepancy ratio value of 1.02.</abstract><cop>London</cop><pub>International Water Association</pub><pmid>23168641</pmid><doi>10.2166/wst.2012.580</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0273-1223 |
| ispartof | Water science and technology, 2013-01, Vol.67 (2), p.395-403 |
| issn | 0273-1223 1996-9732 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1318694647 |
| source | MEDLINE; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Applied sciences Critical velocity Drainage, Sanitary Exact sciences and technology Flumes Geologic Sediments - chemistry Incipient motion Mathematical analysis Mathematical models Models, Theoretical Motion Movement Pollution Predictions Reproducibility of Results Sediment Sediments Shear stress Water treatment and pollution |
| title | Verification of equations for incipient motion studies for a rigid rectangular channel |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-06T17%3A43%3A36IST&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=Verification%20of%20equations%20for%20incipient%20motion%20studies%20for%20a%20rigid%20rectangular%20channel&rft.jtitle=Water%20science%20and%20technology&rft.au=JOO%20BONG,%20Charles%20Hin&rft.date=2013-01-01&rft.volume=67&rft.issue=2&rft.spage=395&rft.epage=403&rft.pages=395-403&rft.issn=0273-1223&rft.eissn=1996-9732&rft.coden=WSTED4&rft_id=info:doi/10.2166/wst.2012.580&rft_dat=%3Cproquest_cross%3E1943877433%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=1943877433&rft_id=info:pmid/23168641&rfr_iscdi=true |