Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements
Controlling the bends migration in the large meandering rivers using common groins is too costly, time consuming and needs some types of river by passing. Developing deep scour around nose of groins can lead to failure of the structure. However, it is necessary to investigate the new measures and ma...
Gespeichert in:
Veröffentlicht in: | Iranian journal of science and technology. Transactions of civil engineering 2021-06, Vol.45 (2), p.1049-1058 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 1058 |
---|---|
container_issue | 2 |
container_start_page | 1049 |
container_title | Iranian journal of science and technology. Transactions of civil engineering |
container_volume | 45 |
creator | Najjaran, Ebrahim Kamanbedast, Amir Abbas Shafai-Bejestan, Mahmood Masjedi, Ali Reza Hasonizadeh, Hooshang |
description | Controlling the bends migration in the large meandering rivers using common groins is too costly, time consuming and needs some types of river by passing. Developing deep scour around nose of groins can lead to failure of the structure. However, it is necessary to investigate the new measures and materials to have less scour and to easily be installed, respectively. The six-pillar concrete (SPC) element is one of the materials which have been used successfully in bridge scour control. By constructing rectangular vane with SPC elements (RV-SPC) can take advantage of both economy and scour mitigation. In the present experimental study, the application of new technique has been studied. Tests were carried out at 180° flume bend for high flow condition (Froude number = 0.263). Two series of tests were carried out: (1) the base line tests without installing RV-SPC and (2) with RV-SPC at various intervals (5
L
, 6
L
, 7
L
, 8
L
) with the effective length equal to 20% of flume width (
L
= 12 cm). By comparing the results of two series of tests, it was determined that by installing RV-SPC at interval of 6
L
from each other, the maximum scour depth around the structure is reduced up to 70.0%. |
doi_str_mv | 10.1007/s40996-020-00438-1 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2526846107</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2526846107</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-7fd6d3107a7d62114d2b44d9b42a1c784c4d63377fd58b1ee697c8cf8f74c513</originalsourceid><addsrcrecordid>eNp9kE1LAzEQhoMoWGr_gKeA52i-ms0etfgFLZZavYZsMrts2WZrshX77921gjdPMwzv-8zMi9Alo9eM0uwmSZrnilBOCaVSaMJO0IgLJQnTUpz2PeeaKKboOZqktKGUMpoJqvQIwawNXWwb3JZ4VX9CxHcQPF7UVbRd3Qb8lupQ4SXELdiiAbwC19lQ7Rsb8bsNgBfWAy4O-LX-Isu6GeY900XoAN83sIXQpQt0VtomweS3jtH64X49eyLzl8fn2e2cOMHyjmSlV170t9nMK86Y9LyQ0ueF5Ja5TEsnvRIi63VTXTAAlWdOu1KXmXRTJsbo6ojdxfZjD6kzm3YfQ7_R8ClXWqrh7zHiR5WLbUoRSrOL9dbGg2HUDIGaY6CmD9T8BGoGtDiaUi8OFcQ_9D-ub5WNd-M</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2526846107</pqid></control><display><type>article</type><title>Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements</title><source>SpringerLink Journals - AutoHoldings</source><creator>Najjaran, Ebrahim ; Kamanbedast, Amir Abbas ; Shafai-Bejestan, Mahmood ; Masjedi, Ali Reza ; Hasonizadeh, Hooshang</creator><creatorcontrib>Najjaran, Ebrahim ; Kamanbedast, Amir Abbas ; Shafai-Bejestan, Mahmood ; Masjedi, Ali Reza ; Hasonizadeh, Hooshang</creatorcontrib><description>Controlling the bends migration in the large meandering rivers using common groins is too costly, time consuming and needs some types of river by passing. Developing deep scour around nose of groins can lead to failure of the structure. However, it is necessary to investigate the new measures and materials to have less scour and to easily be installed, respectively. The six-pillar concrete (SPC) element is one of the materials which have been used successfully in bridge scour control. By constructing rectangular vane with SPC elements (RV-SPC) can take advantage of both economy and scour mitigation. In the present experimental study, the application of new technique has been studied. Tests were carried out at 180° flume bend for high flow condition (Froude number = 0.263). Two series of tests were carried out: (1) the base line tests without installing RV-SPC and (2) with RV-SPC at various intervals (5
L
, 6
L
, 7
L
, 8
L
) with the effective length equal to 20% of flume width (
L
= 12 cm). By comparing the results of two series of tests, it was determined that by installing RV-SPC at interval of 6
L
from each other, the maximum scour depth around the structure is reduced up to 70.0%.</description><identifier>ISSN: 2228-6160</identifier><identifier>EISSN: 2364-1843</identifier><identifier>DOI: 10.1007/s40996-020-00438-1</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Bends ; Civil Engineering ; Engineering ; Froude number ; High flow ; Mitigation ; Research Paper ; Rivers ; Scour ; Scouring</subject><ispartof>Iranian journal of science and technology. Transactions of civil engineering, 2021-06, Vol.45 (2), p.1049-1058</ispartof><rights>Shiraz University 2020</rights><rights>Shiraz University 2020.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-7fd6d3107a7d62114d2b44d9b42a1c784c4d63377fd58b1ee697c8cf8f74c513</citedby><cites>FETCH-LOGICAL-c319t-7fd6d3107a7d62114d2b44d9b42a1c784c4d63377fd58b1ee697c8cf8f74c513</cites><orcidid>0000-0003-1351-8944</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s40996-020-00438-1$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s40996-020-00438-1$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Najjaran, Ebrahim</creatorcontrib><creatorcontrib>Kamanbedast, Amir Abbas</creatorcontrib><creatorcontrib>Shafai-Bejestan, Mahmood</creatorcontrib><creatorcontrib>Masjedi, Ali Reza</creatorcontrib><creatorcontrib>Hasonizadeh, Hooshang</creatorcontrib><title>Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements</title><title>Iranian journal of science and technology. Transactions of civil engineering</title><addtitle>Iran J Sci Technol Trans Civ Eng</addtitle><description>Controlling the bends migration in the large meandering rivers using common groins is too costly, time consuming and needs some types of river by passing. Developing deep scour around nose of groins can lead to failure of the structure. However, it is necessary to investigate the new measures and materials to have less scour and to easily be installed, respectively. The six-pillar concrete (SPC) element is one of the materials which have been used successfully in bridge scour control. By constructing rectangular vane with SPC elements (RV-SPC) can take advantage of both economy and scour mitigation. In the present experimental study, the application of new technique has been studied. Tests were carried out at 180° flume bend for high flow condition (Froude number = 0.263). Two series of tests were carried out: (1) the base line tests without installing RV-SPC and (2) with RV-SPC at various intervals (5
L
, 6
L
, 7
L
, 8
L
) with the effective length equal to 20% of flume width (
L
= 12 cm). By comparing the results of two series of tests, it was determined that by installing RV-SPC at interval of 6
L
from each other, the maximum scour depth around the structure is reduced up to 70.0%.</description><subject>Bends</subject><subject>Civil Engineering</subject><subject>Engineering</subject><subject>Froude number</subject><subject>High flow</subject><subject>Mitigation</subject><subject>Research Paper</subject><subject>Rivers</subject><subject>Scour</subject><subject>Scouring</subject><issn>2228-6160</issn><issn>2364-1843</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LAzEQhoMoWGr_gKeA52i-ms0etfgFLZZavYZsMrts2WZrshX77921gjdPMwzv-8zMi9Alo9eM0uwmSZrnilBOCaVSaMJO0IgLJQnTUpz2PeeaKKboOZqktKGUMpoJqvQIwawNXWwb3JZ4VX9CxHcQPF7UVbRd3Qb8lupQ4SXELdiiAbwC19lQ7Rsb8bsNgBfWAy4O-LX-Isu6GeY900XoAN83sIXQpQt0VtomweS3jtH64X49eyLzl8fn2e2cOMHyjmSlV170t9nMK86Y9LyQ0ueF5Ja5TEsnvRIi63VTXTAAlWdOu1KXmXRTJsbo6ojdxfZjD6kzm3YfQ7_R8ClXWqrh7zHiR5WLbUoRSrOL9dbGg2HUDIGaY6CmD9T8BGoGtDiaUi8OFcQ_9D-ub5WNd-M</recordid><startdate>20210601</startdate><enddate>20210601</enddate><creator>Najjaran, Ebrahim</creator><creator>Kamanbedast, Amir Abbas</creator><creator>Shafai-Bejestan, Mahmood</creator><creator>Masjedi, Ali Reza</creator><creator>Hasonizadeh, Hooshang</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-1351-8944</orcidid></search><sort><creationdate>20210601</creationdate><title>Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements</title><author>Najjaran, Ebrahim ; Kamanbedast, Amir Abbas ; Shafai-Bejestan, Mahmood ; Masjedi, Ali Reza ; Hasonizadeh, Hooshang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-7fd6d3107a7d62114d2b44d9b42a1c784c4d63377fd58b1ee697c8cf8f74c513</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Bends</topic><topic>Civil Engineering</topic><topic>Engineering</topic><topic>Froude number</topic><topic>High flow</topic><topic>Mitigation</topic><topic>Research Paper</topic><topic>Rivers</topic><topic>Scour</topic><topic>Scouring</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Najjaran, Ebrahim</creatorcontrib><creatorcontrib>Kamanbedast, Amir Abbas</creatorcontrib><creatorcontrib>Shafai-Bejestan, Mahmood</creatorcontrib><creatorcontrib>Masjedi, Ali Reza</creatorcontrib><creatorcontrib>Hasonizadeh, Hooshang</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Iranian journal of science and technology. Transactions of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Najjaran, Ebrahim</au><au>Kamanbedast, Amir Abbas</au><au>Shafai-Bejestan, Mahmood</au><au>Masjedi, Ali Reza</au><au>Hasonizadeh, Hooshang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements</atitle><jtitle>Iranian journal of science and technology. Transactions of civil engineering</jtitle><stitle>Iran J Sci Technol Trans Civ Eng</stitle><date>2021-06-01</date><risdate>2021</risdate><volume>45</volume><issue>2</issue><spage>1049</spage><epage>1058</epage><pages>1049-1058</pages><issn>2228-6160</issn><eissn>2364-1843</eissn><abstract>Controlling the bends migration in the large meandering rivers using common groins is too costly, time consuming and needs some types of river by passing. Developing deep scour around nose of groins can lead to failure of the structure. However, it is necessary to investigate the new measures and materials to have less scour and to easily be installed, respectively. The six-pillar concrete (SPC) element is one of the materials which have been used successfully in bridge scour control. By constructing rectangular vane with SPC elements (RV-SPC) can take advantage of both economy and scour mitigation. In the present experimental study, the application of new technique has been studied. Tests were carried out at 180° flume bend for high flow condition (Froude number = 0.263). Two series of tests were carried out: (1) the base line tests without installing RV-SPC and (2) with RV-SPC at various intervals (5
L
, 6
L
, 7
L
, 8
L
) with the effective length equal to 20% of flume width (
L
= 12 cm). By comparing the results of two series of tests, it was determined that by installing RV-SPC at interval of 6
L
from each other, the maximum scour depth around the structure is reduced up to 70.0%.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s40996-020-00438-1</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0003-1351-8944</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 2228-6160 |
ispartof | Iranian journal of science and technology. Transactions of civil engineering, 2021-06, Vol.45 (2), p.1049-1058 |
issn | 2228-6160 2364-1843 |
language | eng |
recordid | cdi_proquest_journals_2526846107 |
source | SpringerLink Journals - AutoHoldings |
subjects | Bends Civil Engineering Engineering Froude number High flow Mitigation Research Paper Rivers Scour Scouring |
title | Control of River Bend Migration Using Permeable Rectangular Vane Made by Six-Pillar Concrete Elements |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-10T10%3A31%3A31IST&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=Control%20of%20River%20Bend%20Migration%20Using%20Permeable%20Rectangular%20Vane%20Made%20by%20Six-Pillar%20Concrete%20Elements&rft.jtitle=Iranian%20journal%20of%20science%20and%20technology.%20Transactions%20of%20civil%20engineering&rft.au=Najjaran,%20Ebrahim&rft.date=2021-06-01&rft.volume=45&rft.issue=2&rft.spage=1049&rft.epage=1058&rft.pages=1049-1058&rft.issn=2228-6160&rft.eissn=2364-1843&rft_id=info:doi/10.1007/s40996-020-00438-1&rft_dat=%3Cproquest_cross%3E2526846107%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=2526846107&rft_id=info:pmid/&rfr_iscdi=true |