Simulating the influence of backwater effects in sewer systems using hydrological model components
Identifieur interne : 001825 ( Istex/Corpus ); précédent : 001824; suivant : 001826Simulating the influence of backwater effects in sewer systems using hydrological model components
Auteurs : J. SartorSource :
- Water Science and Technology [ 0273-1223 ] ; 1999.
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- KwdEn :
Abstract
A long term simulation for a sewer network by dynamic flow routing models is very time consuming. The alternative hydrological methods (e.g. unit hydrographs) hve the disadvantage that they are unable to simulate backwater conditions which may significantly effect the flow hydrograph. As one possible solution this paper prsents a simulation concept which includes hydrological components to model the effects of backwatei or overtopping Street level. However, each model component requtes a calibration on dynamic routing results because the investigations showed that each sewer System reacts very individually at backwater conditions. This new concept was developed and verified at eight sewer Systems.
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DOI: 10.1016/S0273-1223(99)00227-9
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Sartor</name><affiliation><mods:affiliation>Department of Civil Engineering, Fachhochschule Trier, Schneidershof, D-54293 Trier, Germany</mods:affiliation></affiliation></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:B67C199DD7EC4D8864B250048F35077137EA3B2B</idno><date when="1999" year="1999">1999</date><idno type="doi">10.1016/S0273-1223(99)00227-9</idno><idno type="url">https://api.istex.fr/document/B67C199DD7EC4D8864B250048F35077137EA3B2B/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">001825</idno><idno type="wicri:explorRef" wicri:stream="Istex" wicri:step="Corpus" wicri:corpus="ISTEX">001825</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a" type="main" xml:lang="en">Simulating the influence of backwater effects in sewer systems using hydrological model components</title><author><name sortKey="Sartor, J" sort="Sartor, J" uniqKey="Sartor J" first="J." last="Sartor">J. Sartor</name><affiliation><mods:affiliation>Department of Civil Engineering, Fachhochschule Trier, Schneidershof, D-54293 Trier, Germany</mods:affiliation></affiliation></author></analytic><monogr></monogr><series><title level="j">Water Science and Technology</title><title level="j" type="abbrev">JWST</title><idno type="ISSN">0273-1223</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1999">1999</date><biblScope unit="volume">39</biblScope><biblScope unit="issue">9</biblScope><biblScope unit="page" from="145">145</biblScope><biblScope unit="page" to="152">152</biblScope></imprint><idno type="ISSN">0273-1223</idno></series><idno type="istex">B67C199DD7EC4D8864B250048F35077137EA3B2B</idno><idno type="DOI">10.1016/S0273-1223(99)00227-9</idno><idno type="PII">S0273-1223(99)00227-9</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0273-1223</idno></seriesStmt></fileDesc><profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Backwater simulation</term><term>dynamic flow routing models</term><term>hydrological models</term><term>long term simulation</term><term>overtopping simulation</term><term>sewer Systems</term></keywords></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">A long term simulation for a sewer network by dynamic flow routing models is very time consuming. 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The alternative hydrological methods (e.g. unit hydrographs) hâve the disadvantage that they are unable to simulate backwater conditions which may significantly effect the flow hydrograph. As one possible solution this paper présents a simulation concept which includes hydrological components to model the effects of backwatei or overtopping Street level. However, each model component requîtes a calibration on dynamic routing results because the investigations showed that each sewer System reacts very individually at backwater conditions. This new concept was developed and verified at eight sewer Systems.</ce:simple-para></ce:abstract-sec></ce:abstract><ce:keywords class="keyword"><ce:section-title>Keywords</ce:section-title><ce:keyword><ce:text>Backwater simulation</ce:text></ce:keyword><ce:keyword><ce:text>dynamic flow routing models</ce:text></ce:keyword><ce:keyword><ce:text>hydrological models</ce:text></ce:keyword><ce:keyword><ce:text>long term simulation</ce:text></ce:keyword><ce:keyword><ce:text>overtopping simulation</ce:text></ce:keyword><ce:keyword><ce:text>sewer Systems</ce:text></ce:keyword></ce:keywords></head><tail><ce:bibliography id="bibl0005"><ce:section-title>References</ce:section-title><ce:bibliography-sec id="bibs0005"><ce:bib-reference id="bib1"><ce:label>IHW - Institut für Hydrologie und, Wasserwirtschaft, 1988</ce:label><sb:reference><sb:contribution><sb:authors><sb:collaboration>IHW - Institut für Hydrologie und Wasserwirtschaft</sb:collaboration></sb:authors><sb:title><sb:maintitle>Software package IHW</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1988</sb:date><sb:publisher><sb:name>Version 3.1, University of Karlsruhe</sb:name><sb:location>Germany</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib2"><ce:label>ITWH - Institut für technisch-wissenschaftliche and Hydrologie., 1988</ce:label><sb:reference><sb:contribution><sb:authors><sb:collaboration>ITWH. - Institut für technisch-wissenschaftliche Hydrologie</sb:collaboration></sb:authors><sb:title><sb:maintitle>Software package</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1988</sb:date><sb:publisher><sb:name>HYSTEM-EXTRAN, Version IV.2 and IV.3, Hannover</sb:name><sb:location>Germany</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib3"><ce:label>Sartor., 1994</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Sartor</ce:surname></sb:author></sb:authors><sb:title><sb:maintitle>The coïncidence probability of criticai flow events in sewer Systems and recehiing waters</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1994</sb:date><sb:publisher><sb:name>PhD thesis, Department of Hydraulic Engineering and Water Resources, University of Kaiserslautern</sb:name><sb:location>Germany</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib4"><ce:label>Sartor., 1996</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Sartor</ce:surname></sb:author></sb:authors><sb:title><sb:maintitle>Improvements to the multiple simulation method for urban and rural catchments</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1996</sb:date><sb:publisher><sb:name>Proceedings of the 7th International Conférence on Urban Storni Drainage, Hannover</sb:name><sb:location>Germany</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib5"><ce:label>Zaiss., 1989</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Zaiss</ce:surname></sb:author></sb:authors><sb:title><sb:maintitle>Simulation of eventspeciftc influences on the storm runoff process in small catchments by storm runoff models</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1989</sb:date><sb:publisher><sb:name>Report No. 42, Institut for Hydrology and Hydraulics, Technical University of Darmstadt</sb:name><sb:location>Germany</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference></ce:bibliography-sec></ce:bibliography></tail></article></istex:document></istex:metadataXml><mods version="3.6"><titleInfo lang="en"><title>Simulating the influence of backwater effects in sewer systems using hydrological model components</title></titleInfo><titleInfo type="alternative" lang="en" contentType="CDATA"><title>Simulating the influence of backwater effects in sewer systems using hydrological model components</title></titleInfo><name type="personal"><namePart type="given">J.</namePart><namePart type="family">Sartor</namePart><affiliation>Department of Civil Engineering, Fachhochschule Trier, Schneidershof, D-54293 Trier, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><typeOfResource>text</typeOfResource><genre type="research-article" displayLabel="Full-length article"></genre><originInfo><publisher>ELSEVIER</publisher><dateIssued encoding="w3cdtf">1999</dateIssued><copyrightDate encoding="w3cdtf">1999</copyrightDate></originInfo><language><languageTerm type="code" authority="iso639-2b">eng</languageTerm><languageTerm type="code" authority="rfc3066">en</languageTerm></language><physicalDescription><internetMediaType>text/html</internetMediaType></physicalDescription><abstract lang="en">A long term simulation for a sewer network by dynamic flow routing models is very time consuming. The alternative hydrological methods (e.g. unit hydrographs) hve the disadvantage that they are unable to simulate backwater conditions which may significantly effect the flow hydrograph. As one possible solution this paper prsents a simulation concept which includes hydrological components to model the effects of backwatei or overtopping Street level. However, each model component requtes a calibration on dynamic routing results because the investigations showed that each sewer System reacts very individually at backwater conditions. This new concept was developed and verified at eight sewer Systems.</abstract><subject lang="en"><genre>Keywords</genre><topic>Backwater simulation</topic><topic>dynamic flow routing models</topic><topic>hydrological models</topic><topic>long term simulation</topic><topic>overtopping simulation</topic><topic>sewer Systems</topic></subject><relatedItem type="host"><titleInfo><title>Water Science and Technology</title></titleInfo><titleInfo type="abbreviated"><title>JWST</title></titleInfo><genre type="journal">journal</genre><originInfo><dateIssued encoding="w3cdtf">1999</dateIssued></originInfo><identifier type="ISSN">0273-1223</identifier><identifier type="PII">S0273-1223(00)X0048-0</identifier><part><date>1999</date><detail type="volume"><number>39</number><caption>vol.</caption></detail><detail type="issue"><number>9</number><caption>no.</caption></detail><extent unit="issue pages"><start>vii</start></extent><extent unit="issue pages"><start>1</start><end>294</end></extent><extent unit="pages"><start>145</start><end>152</end></extent></part></relatedItem><identifier type="istex">B67C199DD7EC4D8864B250048F35077137EA3B2B</identifier><identifier type="DOI">10.1016/S0273-1223(99)00227-9</identifier><identifier type="PII">S0273-1223(99)00227-9</identifier><accessCondition type="use and reproduction" contentType="copyright">©1999 Elsevier Science Ltd</accessCondition><recordInfo><recordContentSource>ELSEVIER</recordContentSource><recordOrigin>Elsevier Science Ltd, ©1999</recordOrigin></recordInfo></mods></metadata><serie></serie></istex></record>Pour manipuler ce document sous Unix (Dilib)
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