Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate

Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention time...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Mathematical modelling in civil engineering 2018-06, Vol.14 (2), p.13-25
Hauptverfasser: Al-Dulaimi, Sofyan M.S., Racoviteanu, Gabriel
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 25
container_issue 2
container_start_page 13
container_title Mathematical modelling in civil engineering
container_volume 14
creator Al-Dulaimi, Sofyan M.S.
Racoviteanu, Gabriel
description Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention times to separate the suspended solids from the liquid. High-rate tube settlers are one of the practical solutions for the development of treatment plants, especially sedimentation tanks, lamella systems can be used instead of conventional sedimentation basins or for upgrade and increase their capacity and efficiency. In addition to their high efficiency, they require much less space compared to conventional sedimentation tanks. The current study was developed to evaluate the performance of the tube settler and the effect of the inclination of tube settler on the effluent quality. In the practical experiments, tube settler unit consisting of four separate circular tubes of 27 mm inner diameter, with a length of 150 cm each were used at different inclination angles of 48, 54 and 60 degrees. A pilot scale model of coagulation-flocculation followed by sedimentation unit was prepared & installed at Colentina Laboratory Complex-UTCB for this purpose.
doi_str_mv 10.2478/mmce-2018-0004
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_2387309694</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2387309694</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2093-958012f4a1fc3ce383225dbd7122811248567d44d955d52cde7f2a5c10848f223</originalsourceid><addsrcrecordid>eNp1kE1LAzEQhhdRsNRePefoZWu-djeLp1K_CgVFq9eQJpO6JZutSZbSf--WevDiXGZg3mdgniy7JnhKeSVu21ZDTjEROcaYn2UjissyL2vGz__Ml9kkxu2QIIyzoUaZeYVgu9AqrwF1FqUvQKt-DegdUnIQ0Nyp0NhGq9R0HqmE7htrIYBPaOG1a_xpMfMbBxEpb9DnAKi1A_Touj16UwmusgurXITJbx9nH48Pq_lzvnx5Wsxny1xTXLO8LgQm1HJFrGYamGCUFmZtKkKpIIRyUZSV4dzURWEKqg1UlqpCEyy4sJSycXZzursL3XcPMcm2iRqcUx66PkrKRMVwXdZ8iE5PUR26GANYuQtNq8JBEiyPRuXRqDwalUejA3B3AvbKJQgGNqE_DIPcdn3ww1f_gIRTwtgPvsx8FQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2387309694</pqid></control><display><type>article</type><title>Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate</title><source>Research Library</source><source>De Gruyter Open Access Journals</source><source>Research Library (Alumni Edition)</source><source>DOAJ Directory of Open Access Journals</source><source>Research Library Prep</source><source>EZB-FREE-00999 freely available EZB journals</source><source>Alma/SFX Local Collection</source><source>ProQuest Central</source><creator>Al-Dulaimi, Sofyan M.S. ; Racoviteanu, Gabriel</creator><creatorcontrib>Al-Dulaimi, Sofyan M.S. ; Racoviteanu, Gabriel</creatorcontrib><description>Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention times to separate the suspended solids from the liquid. High-rate tube settlers are one of the practical solutions for the development of treatment plants, especially sedimentation tanks, lamella systems can be used instead of conventional sedimentation basins or for upgrade and increase their capacity and efficiency. In addition to their high efficiency, they require much less space compared to conventional sedimentation tanks. The current study was developed to evaluate the performance of the tube settler and the effect of the inclination of tube settler on the effluent quality. In the practical experiments, tube settler unit consisting of four separate circular tubes of 27 mm inner diameter, with a length of 150 cm each were used at different inclination angles of 48, 54 and 60 degrees. A pilot scale model of coagulation-flocculation followed by sedimentation unit was prepared &amp; installed at Colentina Laboratory Complex-UTCB for this purpose.</description><identifier>ISSN: 2066-6934</identifier><identifier>EISSN: 2066-6934</identifier><identifier>EISSN: 2784-1391</identifier><identifier>DOI: 10.2478/mmce-2018-0004</identifier><language>eng</language><publisher>Bucharest: Sciendo</publisher><subject>Circular tubes ; Coagulation ; Construction costs ; Costs ; Flocculation ; Flow velocity ; Inclination angle ; industrial wastewater ; Lamella ; lamella tube settler ; Performance evaluation ; Retention tanks ; Reynolds number ; Scale models ; Sedimentation &amp; deposition ; Sedimentation tanks ; Solid suspensions ; surface load rate ; Wastewater treatment ; Water treatment ; Water treatment plants</subject><ispartof>Mathematical modelling in civil engineering, 2018-06, Vol.14 (2), p.13-25</ispartof><rights>Copyright Technical University of Civil Engineering from Bucharest 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2093-958012f4a1fc3ce383225dbd7122811248567d44d955d52cde7f2a5c10848f223</citedby><cites>FETCH-LOGICAL-c2093-958012f4a1fc3ce383225dbd7122811248567d44d955d52cde7f2a5c10848f223</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.proquest.com/docview/2387309694?pq-origsite=primo$$EHTML$$P50$$Gproquest$$H</linktohtml><link.rule.ids>314,776,780,860,14537,14566,21407,21411,27901,27902,33430,33722,34312,36243,43592,43781,44049,44380</link.rule.ids></links><search><creatorcontrib>Al-Dulaimi, Sofyan M.S.</creatorcontrib><creatorcontrib>Racoviteanu, Gabriel</creatorcontrib><title>Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate</title><title>Mathematical modelling in civil engineering</title><description>Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention times to separate the suspended solids from the liquid. High-rate tube settlers are one of the practical solutions for the development of treatment plants, especially sedimentation tanks, lamella systems can be used instead of conventional sedimentation basins or for upgrade and increase their capacity and efficiency. In addition to their high efficiency, they require much less space compared to conventional sedimentation tanks. The current study was developed to evaluate the performance of the tube settler and the effect of the inclination of tube settler on the effluent quality. In the practical experiments, tube settler unit consisting of four separate circular tubes of 27 mm inner diameter, with a length of 150 cm each were used at different inclination angles of 48, 54 and 60 degrees. A pilot scale model of coagulation-flocculation followed by sedimentation unit was prepared &amp; installed at Colentina Laboratory Complex-UTCB for this purpose.</description><subject>Circular tubes</subject><subject>Coagulation</subject><subject>Construction costs</subject><subject>Costs</subject><subject>Flocculation</subject><subject>Flow velocity</subject><subject>Inclination angle</subject><subject>industrial wastewater</subject><subject>Lamella</subject><subject>lamella tube settler</subject><subject>Performance evaluation</subject><subject>Retention tanks</subject><subject>Reynolds number</subject><subject>Scale models</subject><subject>Sedimentation &amp; deposition</subject><subject>Sedimentation tanks</subject><subject>Solid suspensions</subject><subject>surface load rate</subject><subject>Wastewater treatment</subject><subject>Water treatment</subject><subject>Water treatment plants</subject><issn>2066-6934</issn><issn>2066-6934</issn><issn>2784-1391</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>BENPR</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNp1kE1LAzEQhhdRsNRePefoZWu-djeLp1K_CgVFq9eQJpO6JZutSZbSf--WevDiXGZg3mdgniy7JnhKeSVu21ZDTjEROcaYn2UjissyL2vGz__Ml9kkxu2QIIyzoUaZeYVgu9AqrwF1FqUvQKt-DegdUnIQ0Nyp0NhGq9R0HqmE7htrIYBPaOG1a_xpMfMbBxEpb9DnAKi1A_Touj16UwmusgurXITJbx9nH48Pq_lzvnx5Wsxny1xTXLO8LgQm1HJFrGYamGCUFmZtKkKpIIRyUZSV4dzURWEKqg1UlqpCEyy4sJSycXZzursL3XcPMcm2iRqcUx66PkrKRMVwXdZ8iE5PUR26GANYuQtNq8JBEiyPRuXRqDwalUejA3B3AvbKJQgGNqE_DIPcdn3ww1f_gIRTwtgPvsx8FQ</recordid><startdate>20180601</startdate><enddate>20180601</enddate><creator>Al-Dulaimi, Sofyan M.S.</creator><creator>Racoviteanu, Gabriel</creator><general>Sciendo</general><general>Technical University of Civil Engineering from Bucharest</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7SC</scope><scope>7XB</scope><scope>8AL</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JQ2</scope><scope>K7-</scope><scope>KR7</scope><scope>L6V</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><scope>M0N</scope><scope>M2O</scope><scope>M7S</scope><scope>MBDVC</scope><scope>P5Z</scope><scope>P62</scope><scope>PADUT</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20180601</creationdate><title>Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate</title><author>Al-Dulaimi, Sofyan M.S. ; Racoviteanu, Gabriel</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2093-958012f4a1fc3ce383225dbd7122811248567d44d955d52cde7f2a5c10848f223</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Circular tubes</topic><topic>Coagulation</topic><topic>Construction costs</topic><topic>Costs</topic><topic>Flocculation</topic><topic>Flow velocity</topic><topic>Inclination angle</topic><topic>industrial wastewater</topic><topic>Lamella</topic><topic>lamella tube settler</topic><topic>Performance evaluation</topic><topic>Retention tanks</topic><topic>Reynolds number</topic><topic>Scale models</topic><topic>Sedimentation &amp; deposition</topic><topic>Sedimentation tanks</topic><topic>Solid suspensions</topic><topic>surface load rate</topic><topic>Wastewater treatment</topic><topic>Water treatment</topic><topic>Water treatment plants</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Al-Dulaimi, Sofyan M.S.</creatorcontrib><creatorcontrib>Racoviteanu, Gabriel</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Computer and Information Systems Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Computing Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Advanced Technologies &amp; Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Computer Science Collection</collection><collection>Computer Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts – Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><collection>Computing Database</collection><collection>Research Library</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</collection><collection>Advanced Technologies &amp; Aerospace Database</collection><collection>ProQuest Advanced Technologies &amp; Aerospace Collection</collection><collection>Research Library China</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Mathematical modelling in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Al-Dulaimi, Sofyan M.S.</au><au>Racoviteanu, Gabriel</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate</atitle><jtitle>Mathematical modelling in civil engineering</jtitle><date>2018-06-01</date><risdate>2018</risdate><volume>14</volume><issue>2</issue><spage>13</spage><epage>25</epage><pages>13-25</pages><issn>2066-6934</issn><eissn>2066-6934</eissn><eissn>2784-1391</eissn><abstract>Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention times to separate the suspended solids from the liquid. High-rate tube settlers are one of the practical solutions for the development of treatment plants, especially sedimentation tanks, lamella systems can be used instead of conventional sedimentation basins or for upgrade and increase their capacity and efficiency. In addition to their high efficiency, they require much less space compared to conventional sedimentation tanks. The current study was developed to evaluate the performance of the tube settler and the effect of the inclination of tube settler on the effluent quality. In the practical experiments, tube settler unit consisting of four separate circular tubes of 27 mm inner diameter, with a length of 150 cm each were used at different inclination angles of 48, 54 and 60 degrees. A pilot scale model of coagulation-flocculation followed by sedimentation unit was prepared &amp; installed at Colentina Laboratory Complex-UTCB for this purpose.</abstract><cop>Bucharest</cop><pub>Sciendo</pub><doi>10.2478/mmce-2018-0004</doi><tpages>13</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2066-6934
ispartof Mathematical modelling in civil engineering, 2018-06, Vol.14 (2), p.13-25
issn 2066-6934
2066-6934
2784-1391
language eng
recordid cdi_proquest_miscellaneous_2387309694
source Research Library; De Gruyter Open Access Journals; Research Library (Alumni Edition); DOAJ Directory of Open Access Journals; Research Library Prep; EZB-FREE-00999 freely available EZB journals; Alma/SFX Local Collection; ProQuest Central
subjects Circular tubes
Coagulation
Construction costs
Costs
Flocculation
Flow velocity
Inclination angle
industrial wastewater
Lamella
lamella tube settler
Performance evaluation
Retention tanks
Reynolds number
Scale models
Sedimentation & deposition
Sedimentation tanks
Solid suspensions
surface load rate
Wastewater treatment
Water treatment
Water treatment plants
title Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-08T01%3A28%3A23IST&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=Performance%20of%20the%20Tube%20Settler%20Clarification%20at%20Different%20Inclination%20Angles%20and%20Variable%20Flow%20Rate&rft.jtitle=Mathematical%20modelling%20in%20civil%20engineering&rft.au=Al-Dulaimi,%20Sofyan%20M.S.&rft.date=2018-06-01&rft.volume=14&rft.issue=2&rft.spage=13&rft.epage=25&rft.pages=13-25&rft.issn=2066-6934&rft.eissn=2066-6934&rft_id=info:doi/10.2478/mmce-2018-0004&rft_dat=%3Cproquest_cross%3E2387309694%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=2387309694&rft_id=info:pmid/&rfr_iscdi=true