Loading…
Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings
Volumetric clarification incorporating filtration with engineered granular media is increasingly used as a viable combined unit operation for separation of rainfall-runoff particulate matter (PM). Such combined unit operations are typically operated at the catchment-level for rainfall-runoff clarifi...
Saved in:
Published in: | Journal of environmental engineering (New York, N.Y.) N.Y.), 2011-02, Vol.137 (2), p.119-130 |
---|---|
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-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73 |
---|---|
cites | cdi_FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73 |
container_end_page | 130 |
container_issue | 2 |
container_start_page | 119 |
container_title | Journal of environmental engineering (New York, N.Y.) |
container_volume | 137 |
creator | Pathapati, Subbu-Srikanth Sansalone, John |
description | Volumetric clarification incorporating filtration with engineered granular media is increasingly used as a viable combined unit operation for separation of rainfall-runoff particulate matter (PM). Such combined unit operations are typically operated at the catchment-level for rainfall-runoff clarification of transient loadings, in contrast to centralized watershed or sewershed regional treatment. Using computational fluid dynamics (CFD), this study models the PM separation by a volumetric clarifying filter (VCF) subject to unsteady event-based hydrologic, hydraulic, mass, and particle size distribution (PSD) loadings. Modeled and measured physical model results indicate that the VCF is capable of PM load reductions and effluent concentrations at or below 30 mg/L. These results, with PM measured as suspended sediment concentration (SSC) represent reductions ranging from 83 to 97% on an event basis. CFD model results predict effluent PM mass loads. Modeled effluent median particle diameter
(
d50m
)
, as an index for the filtered effluent PSD, reproduces the
d50 m
from the VCF physical model on an event basis. Filter head loss is examined as a function of flow rate. Despite geometric asymmetry of the multiple radial cartridge configuration tested, hydraulic loading for each individual cartridge is relatively uniform. |
doi_str_mv | 10.1061/(ASCE)EE.1943-7870.0000305 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_864956581</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>864956581</sourcerecordid><originalsourceid>FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73</originalsourceid><addsrcrecordid>eNp9kUtrGzEUhUVpoG7S_yAKpe5iHEkzo0d3xkwe4JCQpN0KjUYqMvLIlTSL_PtqsPGu0UZw-e45l3MA-IrRCiOKr5frl033o-tWWDR1xThDK1RejdoPYHGefQQLxOq6EjUjn8DnlHYI4YYKtgD2IQzGu_EP_B38tDc5Og03XkVn3-bpjfM5quzCCIOFTypmpyevsoEPKmcToQ0RvkY1JmfGDJ-VG63yvnqexmAt3AY1FJl0BS7KOJkvp_8S_LrpXjd31fbx9n6z3laqQU2ueI97hDkjylitcGt7bS0m2gpEuR5IPwjaE0b4MGiLNTIGa041EdiWzYHVl-D7UfcQw9_JpCz3LmnjvRpNmJLktBEtbTku5PJdEtMWN0SIuinozyOqY0gpGisP0e1VfJMYybkGKecaZNfJOXI5Ry5PNZTlbycflbTytkSlXTorkJrxFrXz5fTIFczIXZjiWII6O_zf4B9a-Zs3</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1651429934</pqid></control><display><type>article</type><title>Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings</title><source>American Society Of Civil Engineers ASCE Journals</source><source>BSC - Ebsco (Business Source Ultimate)</source><creator>Pathapati, Subbu-Srikanth ; Sansalone, John</creator><creatorcontrib>Pathapati, Subbu-Srikanth ; Sansalone, John</creatorcontrib><description>Volumetric clarification incorporating filtration with engineered granular media is increasingly used as a viable combined unit operation for separation of rainfall-runoff particulate matter (PM). Such combined unit operations are typically operated at the catchment-level for rainfall-runoff clarification of transient loadings, in contrast to centralized watershed or sewershed regional treatment. Using computational fluid dynamics (CFD), this study models the PM separation by a volumetric clarifying filter (VCF) subject to unsteady event-based hydrologic, hydraulic, mass, and particle size distribution (PSD) loadings. Modeled and measured physical model results indicate that the VCF is capable of PM load reductions and effluent concentrations at or below 30 mg/L. These results, with PM measured as suspended sediment concentration (SSC) represent reductions ranging from 83 to 97% on an event basis. CFD model results predict effluent PM mass loads. Modeled effluent median particle diameter
(
d50m
)
, as an index for the filtered effluent PSD, reproduces the
d50 m
from the VCF physical model on an event basis. Filter head loss is examined as a function of flow rate. Despite geometric asymmetry of the multiple radial cartridge configuration tested, hydraulic loading for each individual cartridge is relatively uniform.</description><identifier>ISSN: 0733-9372</identifier><identifier>EISSN: 1943-7870</identifier><identifier>DOI: 10.1061/(ASCE)EE.1943-7870.0000305</identifier><identifier>CODEN: JOEEDU</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Cartridges ; Computational fluid dynamics ; Continental surface waters ; Effluents ; Exact sciences and technology ; Filtration ; Fluid flow ; Hydraulics ; Mathematical models ; Natural water pollution ; Pollution ; Rainwaters, run off water and others ; Reduction ; Separation ; TECHNICAL PAPERS ; Volumetric analysis ; Water treatment and pollution</subject><ispartof>Journal of environmental engineering (New York, N.Y.), 2011-02, Vol.137 (2), p.119-130</ispartof><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73</citedby><cites>FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73</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)EE.1943-7870.0000305$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)EE.1943-7870.0000305$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,3252,10068,27924,27925,76063,76071</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23785057$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Pathapati, Subbu-Srikanth</creatorcontrib><creatorcontrib>Sansalone, John</creatorcontrib><title>Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings</title><title>Journal of environmental engineering (New York, N.Y.)</title><description>Volumetric clarification incorporating filtration with engineered granular media is increasingly used as a viable combined unit operation for separation of rainfall-runoff particulate matter (PM). Such combined unit operations are typically operated at the catchment-level for rainfall-runoff clarification of transient loadings, in contrast to centralized watershed or sewershed regional treatment. Using computational fluid dynamics (CFD), this study models the PM separation by a volumetric clarifying filter (VCF) subject to unsteady event-based hydrologic, hydraulic, mass, and particle size distribution (PSD) loadings. Modeled and measured physical model results indicate that the VCF is capable of PM load reductions and effluent concentrations at or below 30 mg/L. These results, with PM measured as suspended sediment concentration (SSC) represent reductions ranging from 83 to 97% on an event basis. CFD model results predict effluent PM mass loads. Modeled effluent median particle diameter
(
d50m
)
, as an index for the filtered effluent PSD, reproduces the
d50 m
from the VCF physical model on an event basis. Filter head loss is examined as a function of flow rate. Despite geometric asymmetry of the multiple radial cartridge configuration tested, hydraulic loading for each individual cartridge is relatively uniform.</description><subject>Applied sciences</subject><subject>Cartridges</subject><subject>Computational fluid dynamics</subject><subject>Continental surface waters</subject><subject>Effluents</subject><subject>Exact sciences and technology</subject><subject>Filtration</subject><subject>Fluid flow</subject><subject>Hydraulics</subject><subject>Mathematical models</subject><subject>Natural water pollution</subject><subject>Pollution</subject><subject>Rainwaters, run off water and others</subject><subject>Reduction</subject><subject>Separation</subject><subject>TECHNICAL PAPERS</subject><subject>Volumetric analysis</subject><subject>Water treatment and pollution</subject><issn>0733-9372</issn><issn>1943-7870</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp9kUtrGzEUhUVpoG7S_yAKpe5iHEkzo0d3xkwe4JCQpN0KjUYqMvLIlTSL_PtqsPGu0UZw-e45l3MA-IrRCiOKr5frl033o-tWWDR1xThDK1RejdoPYHGefQQLxOq6EjUjn8DnlHYI4YYKtgD2IQzGu_EP_B38tDc5Og03XkVn3-bpjfM5quzCCIOFTypmpyevsoEPKmcToQ0RvkY1JmfGDJ-VG63yvnqexmAt3AY1FJl0BS7KOJkvp_8S_LrpXjd31fbx9n6z3laqQU2ueI97hDkjylitcGt7bS0m2gpEuR5IPwjaE0b4MGiLNTIGa041EdiWzYHVl-D7UfcQw9_JpCz3LmnjvRpNmJLktBEtbTku5PJdEtMWN0SIuinozyOqY0gpGisP0e1VfJMYybkGKecaZNfJOXI5Ry5PNZTlbycflbTytkSlXTorkJrxFrXz5fTIFczIXZjiWII6O_zf4B9a-Zs3</recordid><startdate>20110201</startdate><enddate>20110201</enddate><creator>Pathapati, Subbu-Srikanth</creator><creator>Sansalone, John</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SU</scope><scope>8FD</scope><scope>C1K</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope><scope>7QH</scope><scope>7ST</scope><scope>7TG</scope><scope>7U6</scope><scope>7UA</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20110201</creationdate><title>Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings</title><author>Pathapati, Subbu-Srikanth ; Sansalone, John</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Applied sciences</topic><topic>Cartridges</topic><topic>Computational fluid dynamics</topic><topic>Continental surface waters</topic><topic>Effluents</topic><topic>Exact sciences and technology</topic><topic>Filtration</topic><topic>Fluid flow</topic><topic>Hydraulics</topic><topic>Mathematical models</topic><topic>Natural water pollution</topic><topic>Pollution</topic><topic>Rainwaters, run off water and others</topic><topic>Reduction</topic><topic>Separation</topic><topic>TECHNICAL PAPERS</topic><topic>Volumetric analysis</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Pathapati, Subbu-Srikanth</creatorcontrib><creatorcontrib>Sansalone, John</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Sustainability Science Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Journal of environmental engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Pathapati, Subbu-Srikanth</au><au>Sansalone, John</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings</atitle><jtitle>Journal of environmental engineering (New York, N.Y.)</jtitle><date>2011-02-01</date><risdate>2011</risdate><volume>137</volume><issue>2</issue><spage>119</spage><epage>130</epage><pages>119-130</pages><issn>0733-9372</issn><eissn>1943-7870</eissn><coden>JOEEDU</coden><abstract>Volumetric clarification incorporating filtration with engineered granular media is increasingly used as a viable combined unit operation for separation of rainfall-runoff particulate matter (PM). Such combined unit operations are typically operated at the catchment-level for rainfall-runoff clarification of transient loadings, in contrast to centralized watershed or sewershed regional treatment. Using computational fluid dynamics (CFD), this study models the PM separation by a volumetric clarifying filter (VCF) subject to unsteady event-based hydrologic, hydraulic, mass, and particle size distribution (PSD) loadings. Modeled and measured physical model results indicate that the VCF is capable of PM load reductions and effluent concentrations at or below 30 mg/L. These results, with PM measured as suspended sediment concentration (SSC) represent reductions ranging from 83 to 97% on an event basis. CFD model results predict effluent PM mass loads. Modeled effluent median particle diameter
(
d50m
)
, as an index for the filtered effluent PSD, reproduces the
d50 m
from the VCF physical model on an event basis. Filter head loss is examined as a function of flow rate. Despite geometric asymmetry of the multiple radial cartridge configuration tested, hydraulic loading for each individual cartridge is relatively uniform.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)EE.1943-7870.0000305</doi><tpages>12</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9372 |
ispartof | Journal of environmental engineering (New York, N.Y.), 2011-02, Vol.137 (2), p.119-130 |
issn | 0733-9372 1943-7870 |
language | eng |
recordid | cdi_proquest_miscellaneous_864956581 |
source | American Society Of Civil Engineers ASCE Journals; BSC - Ebsco (Business Source Ultimate) |
subjects | Applied sciences Cartridges Computational fluid dynamics Continental surface waters Effluents Exact sciences and technology Filtration Fluid flow Hydraulics Mathematical models Natural water pollution Pollution Rainwaters, run off water and others Reduction Separation TECHNICAL PAPERS Volumetric analysis Water treatment and pollution |
title | Modeling Volumetric Clarifying Filtration of Particulate Matter for Transient Rainfall-Runoff Loadings |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T22%3A35%3A07IST&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=Modeling%20Volumetric%20Clarifying%20Filtration%20of%20Particulate%20Matter%20for%20Transient%20Rainfall-Runoff%20Loadings&rft.jtitle=Journal%20of%20environmental%20engineering%20(New%20York,%20N.Y.)&rft.au=Pathapati,%20Subbu-Srikanth&rft.date=2011-02-01&rft.volume=137&rft.issue=2&rft.spage=119&rft.epage=130&rft.pages=119-130&rft.issn=0733-9372&rft.eissn=1943-7870&rft.coden=JOEEDU&rft_id=info:doi/10.1061/(ASCE)EE.1943-7870.0000305&rft_dat=%3Cproquest_cross%3E864956581%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a404t-8b1b01872aefca15fbcff12cf9068cd2bd96b2728ddcf1c0ee1c86c291fb1bd73%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1651429934&rft_id=info:pmid/&rfr_iscdi=true |