Loading…

Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems

The erosion of the cohesive layers of particulate matter that causes discolouration in water distribution system mains has previously been modelled using the Prediction of Discolouration in Distribution Systems (PODDS) model. When first proposed, PODDS featured an unvalidated means by which material...

Full description

Saved in:
Bibliographic Details
Published in:Water science & technology. Water supply 2014-01, Vol.14 (1), p.81-90
Main Authors: FURNASS, W. R, COLLINS, R. P, HUSBAND, P. S, SHARPE, R. L, MOUNCE, S. R, BOXALL, J. B
Format: Article
Language:English
Subjects:
Citations: 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-c361t-559b73d9c7ab51cd24186464777231487ecffa055603f4e19f4fe158521d0bba3
cites
container_end_page 90
container_issue 1
container_start_page 81
container_title Water science & technology. Water supply
container_volume 14
creator FURNASS, W. R
COLLINS, R. P
HUSBAND, P. S
SHARPE, R. L
MOUNCE, S. R
BOXALL, J. B
description The erosion of the cohesive layers of particulate matter that causes discolouration in water distribution system mains has previously been modelled using the Prediction of Discolouration in Distribution Systems (PODDS) model. When first proposed, PODDS featured an unvalidated means by which material regeneration on pipe walls could be simulated. Field and laboratory studies of material regeneration have yielded data that suggest that the PODDS formulations incorrectly model these processes. A new model is proposed to overcome this shortcoming. It tracks the relative amount of discolouration material that is bound to the pipe wall over time at each of a number of shear strengths. The model formulations and a mass transport model have been encoded as software, which has been used to verify the model's constructs and undertake sensitivity analyses. The new formulations for regeneration are conceptually consistent with field and laboratory observed data and have potential value in the proactive management of water distribution systems, such as evaluating change in discolouration risk and planning timely interventions.
doi_str_mv 10.2166/ws.2013.176
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1516738650</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1516738650</sourcerecordid><originalsourceid>FETCH-LOGICAL-c361t-559b73d9c7ab51cd24186464777231487ecffa055603f4e19f4fe158521d0bba3</originalsourceid><addsrcrecordid>eNpdkU1LxDAQhosoqKsn_0BBBEG6Zpqv9iiLX7DiRc8hTRONdpM1SVn896bu4sFThpdn3szMWxRngOY1MHa9ifMaAZ4DZ3vFETDEK8TbZv-3ZlXLSXtYHMf4gVDNOdRHxebJ93oYrHsrO5_ey_SuS-Vdsm6UQ6mDj9a7Urq-DPpNOx1kmgRvyt5G5Qc_7pSVTDrY3GNd2QfrPifLzSROZAq2G3-5-B2TXsWT4sDIIerT3TsrXu9uXxYP1fL5_nFxs6wUZpAqStuO475VXHYUVF8TaBhhhHNeYyAN18oYiShlCBuioTXEaKANraFHXSfxrLjc-q6D_xp1TGKV584bS6f9GAVQYBw3jKKMnv9DP_J2Lk8noCXTb4Q1mbraUirfJgZtxDrYlQzfApCYQhCbKKYQRA4h0xc7TxmVHEyQTtn411I3uKW4AfwDNxCIsA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1943148468</pqid></control><display><type>article</type><title>Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems</title><source>Alma/SFX Local Collection</source><creator>FURNASS, W. R ; COLLINS, R. P ; HUSBAND, P. S ; SHARPE, R. L ; MOUNCE, S. R ; BOXALL, J. B</creator><creatorcontrib>FURNASS, W. R ; COLLINS, R. P ; HUSBAND, P. S ; SHARPE, R. L ; MOUNCE, S. R ; BOXALL, J. B</creatorcontrib><description>The erosion of the cohesive layers of particulate matter that causes discolouration in water distribution system mains has previously been modelled using the Prediction of Discolouration in Distribution Systems (PODDS) model. When first proposed, PODDS featured an unvalidated means by which material regeneration on pipe walls could be simulated. Field and laboratory studies of material regeneration have yielded data that suggest that the PODDS formulations incorrectly model these processes. A new model is proposed to overcome this shortcoming. It tracks the relative amount of discolouration material that is bound to the pipe wall over time at each of a number of shear strengths. The model formulations and a mass transport model have been encoded as software, which has been used to verify the model's constructs and undertake sensitivity analyses. The new formulations for regeneration are conceptually consistent with field and laboratory observed data and have potential value in the proactive management of water distribution systems, such as evaluating change in discolouration risk and planning timely interventions.</description><identifier>ISSN: 1606-9749</identifier><identifier>EISSN: 1607-0798</identifier><identifier>DOI: 10.2166/ws.2013.176</identifier><language>eng</language><publisher>London: International Water Association</publisher><subject>Applied sciences ; Buildings. Public works ; Coding ; Computation methods. Tables. Charts ; Computer simulation ; Discoloration ; Distribution ; Distribution. Storage ; Drinking water ; Erosion ; Exact sciences and technology ; Formulations ; Laboratories ; Mass transport ; Mathematical models ; Modelling ; Particulate matter ; Regeneration ; Regeneration (biological) ; Sensitivity analysis ; Structural analysis. Stresses ; Suspended particulate matter ; Systems analysis ; Water distribution ; Water distribution systems ; Water engineering ; Water management ; Water supply. Pipings. Water treatment</subject><ispartof>Water science &amp; technology. Water supply, 2014-01, Vol.14 (1), p.81-90</ispartof><rights>2015 INIST-CNRS</rights><rights>Copyright IWA Publishing Feb 2014</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c361t-559b73d9c7ab51cd24186464777231487ecffa055603f4e19f4fe158521d0bba3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=28395381$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>FURNASS, W. R</creatorcontrib><creatorcontrib>COLLINS, R. P</creatorcontrib><creatorcontrib>HUSBAND, P. S</creatorcontrib><creatorcontrib>SHARPE, R. L</creatorcontrib><creatorcontrib>MOUNCE, S. R</creatorcontrib><creatorcontrib>BOXALL, J. B</creatorcontrib><title>Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems</title><title>Water science &amp; technology. Water supply</title><description>The erosion of the cohesive layers of particulate matter that causes discolouration in water distribution system mains has previously been modelled using the Prediction of Discolouration in Distribution Systems (PODDS) model. When first proposed, PODDS featured an unvalidated means by which material regeneration on pipe walls could be simulated. Field and laboratory studies of material regeneration have yielded data that suggest that the PODDS formulations incorrectly model these processes. A new model is proposed to overcome this shortcoming. It tracks the relative amount of discolouration material that is bound to the pipe wall over time at each of a number of shear strengths. The model formulations and a mass transport model have been encoded as software, which has been used to verify the model's constructs and undertake sensitivity analyses. The new formulations for regeneration are conceptually consistent with field and laboratory observed data and have potential value in the proactive management of water distribution systems, such as evaluating change in discolouration risk and planning timely interventions.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Coding</subject><subject>Computation methods. Tables. Charts</subject><subject>Computer simulation</subject><subject>Discoloration</subject><subject>Distribution</subject><subject>Distribution. Storage</subject><subject>Drinking water</subject><subject>Erosion</subject><subject>Exact sciences and technology</subject><subject>Formulations</subject><subject>Laboratories</subject><subject>Mass transport</subject><subject>Mathematical models</subject><subject>Modelling</subject><subject>Particulate matter</subject><subject>Regeneration</subject><subject>Regeneration (biological)</subject><subject>Sensitivity analysis</subject><subject>Structural analysis. Stresses</subject><subject>Suspended particulate matter</subject><subject>Systems analysis</subject><subject>Water distribution</subject><subject>Water distribution systems</subject><subject>Water engineering</subject><subject>Water management</subject><subject>Water supply. Pipings. Water treatment</subject><issn>1606-9749</issn><issn>1607-0798</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNpdkU1LxDAQhosoqKsn_0BBBEG6Zpqv9iiLX7DiRc8hTRONdpM1SVn896bu4sFThpdn3szMWxRngOY1MHa9ifMaAZ4DZ3vFETDEK8TbZv-3ZlXLSXtYHMf4gVDNOdRHxebJ93oYrHsrO5_ey_SuS-Vdsm6UQ6mDj9a7Urq-DPpNOx1kmgRvyt5G5Qc_7pSVTDrY3GNd2QfrPifLzSROZAq2G3-5-B2TXsWT4sDIIerT3TsrXu9uXxYP1fL5_nFxs6wUZpAqStuO475VXHYUVF8TaBhhhHNeYyAN18oYiShlCBuioTXEaKANraFHXSfxrLjc-q6D_xp1TGKV584bS6f9GAVQYBw3jKKMnv9DP_J2Lk8noCXTb4Q1mbraUirfJgZtxDrYlQzfApCYQhCbKKYQRA4h0xc7TxmVHEyQTtn411I3uKW4AfwDNxCIsA</recordid><startdate>20140101</startdate><enddate>20140101</enddate><creator>FURNASS, W. R</creator><creator>COLLINS, R. P</creator><creator>HUSBAND, P. S</creator><creator>SHARPE, R. L</creator><creator>MOUNCE, S. R</creator><creator>BOXALL, J. B</creator><general>International Water Association</general><general>IWA Publishing</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</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>H96</scope><scope>H97</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7ST</scope><scope>7U1</scope><scope>7U2</scope><scope>SOI</scope></search><sort><creationdate>20140101</creationdate><title>Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems</title><author>FURNASS, W. R ; COLLINS, R. P ; HUSBAND, P. S ; SHARPE, R. L ; MOUNCE, S. R ; BOXALL, J. B</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c361t-559b73d9c7ab51cd24186464777231487ecffa055603f4e19f4fe158521d0bba3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Coding</topic><topic>Computation methods. Tables. Charts</topic><topic>Computer simulation</topic><topic>Discoloration</topic><topic>Distribution</topic><topic>Distribution. Storage</topic><topic>Drinking water</topic><topic>Erosion</topic><topic>Exact sciences and technology</topic><topic>Formulations</topic><topic>Laboratories</topic><topic>Mass transport</topic><topic>Mathematical models</topic><topic>Modelling</topic><topic>Particulate matter</topic><topic>Regeneration</topic><topic>Regeneration (biological)</topic><topic>Sensitivity analysis</topic><topic>Structural analysis. Stresses</topic><topic>Suspended particulate matter</topic><topic>Systems analysis</topic><topic>Water distribution</topic><topic>Water distribution systems</topic><topic>Water engineering</topic><topic>Water management</topic><topic>Water supply. Pipings. Water treatment</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>FURNASS, W. R</creatorcontrib><creatorcontrib>COLLINS, R. P</creatorcontrib><creatorcontrib>HUSBAND, P. S</creatorcontrib><creatorcontrib>SHARPE, R. L</creatorcontrib><creatorcontrib>MOUNCE, S. R</creatorcontrib><creatorcontrib>BOXALL, J. B</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric &amp; 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>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 3: Aquatic Pollution &amp; Environmental Quality</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric &amp; 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>Environment Abstracts</collection><collection>Risk Abstracts</collection><collection>Safety Science and Risk</collection><collection>Environment Abstracts</collection><jtitle>Water science &amp; technology. Water supply</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>FURNASS, W. R</au><au>COLLINS, R. P</au><au>HUSBAND, P. S</au><au>SHARPE, R. L</au><au>MOUNCE, S. R</au><au>BOXALL, J. B</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems</atitle><jtitle>Water science &amp; technology. Water supply</jtitle><date>2014-01-01</date><risdate>2014</risdate><volume>14</volume><issue>1</issue><spage>81</spage><epage>90</epage><pages>81-90</pages><issn>1606-9749</issn><eissn>1607-0798</eissn><abstract>The erosion of the cohesive layers of particulate matter that causes discolouration in water distribution system mains has previously been modelled using the Prediction of Discolouration in Distribution Systems (PODDS) model. When first proposed, PODDS featured an unvalidated means by which material regeneration on pipe walls could be simulated. Field and laboratory studies of material regeneration have yielded data that suggest that the PODDS formulations incorrectly model these processes. A new model is proposed to overcome this shortcoming. It tracks the relative amount of discolouration material that is bound to the pipe wall over time at each of a number of shear strengths. The model formulations and a mass transport model have been encoded as software, which has been used to verify the model's constructs and undertake sensitivity analyses. The new formulations for regeneration are conceptually consistent with field and laboratory observed data and have potential value in the proactive management of water distribution systems, such as evaluating change in discolouration risk and planning timely interventions.</abstract><cop>London</cop><pub>International Water Association</pub><doi>10.2166/ws.2013.176</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1606-9749
ispartof Water science & technology. Water supply, 2014-01, Vol.14 (1), p.81-90
issn 1606-9749
1607-0798
language eng
recordid cdi_proquest_miscellaneous_1516738650
source Alma/SFX Local Collection
subjects Applied sciences
Buildings. Public works
Coding
Computation methods. Tables. Charts
Computer simulation
Discoloration
Distribution
Distribution. Storage
Drinking water
Erosion
Exact sciences and technology
Formulations
Laboratories
Mass transport
Mathematical models
Modelling
Particulate matter
Regeneration
Regeneration (biological)
Sensitivity analysis
Structural analysis. Stresses
Suspended particulate matter
Systems analysis
Water distribution
Water distribution systems
Water engineering
Water management
Water supply. Pipings. Water treatment
title Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T03%3A08%3A54IST&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=Modelling%20both%20the%20continual%20erosion%20and%20regeneration%20of%20discolouration%20material%20in%20drinking%20water%20distribution%20systems&rft.jtitle=Water%20science%20&%20technology.%20Water%20supply&rft.au=FURNASS,%20W.%20R&rft.date=2014-01-01&rft.volume=14&rft.issue=1&rft.spage=81&rft.epage=90&rft.pages=81-90&rft.issn=1606-9749&rft.eissn=1607-0798&rft_id=info:doi/10.2166/ws.2013.176&rft_dat=%3Cproquest_cross%3E1516738650%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c361t-559b73d9c7ab51cd24186464777231487ecffa055603f4e19f4fe158521d0bba3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1943148468&rft_id=info:pmid/&rfr_iscdi=true