Joint Consideration of Combined Sewerage and Wastewater Treatment Plants

Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and se...

Full description

Saved in:
Bibliographic Details
Published in:Water science and technology 1992, Vol.26 (5-6), p.1125-1134
Main Authors: Durchschlag, A, Haertel, L, Hartwig, P, Kaselow, M, Kollatsch, D, Otterpohl, R, Schwentner, G
Format: Article
Language:English
Subjects:
Ammonia
Capacity
Catchment area
Catchment areas
Combined sewer overflows
Combined water
Computer simulation
Dynamic models
Effluents
Hydraulic loading
Hydrodynamics
Influents
Loads (forces)
Mathematical models
Pollutant load
Pollutants
Pollution load
Runoff
Sewage
Sewage disposal
Sewage tanks
Sewer systems
Sewerage
Sludge
Storage tanks
Storm runoff
Stormwater
Stormwater management
Stormwater runoff
Wastewater
Wastewater treatment
Wastewater treatment plants
Water flow
Water tanks
Water treatment plants
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-c303t-afd9aa76aabf48aa79d14d53d7e5507344dcb6812c9defedd3fbec55c4f4d6df3
cites
container_end_page 1134
container_issue 5-6
container_start_page 1125
container_title Water science and technology
container_volume 26
creator Durchschlag, A
Haertel, L
Hartwig, P
Kaselow, M
Kollatsch, D
Otterpohl, R
Schwentner, G
description Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and sewerage, number and capacity of storage tanks and overflows determine the characteristics of the combined water influent of the treatment plant. The plant has to cope with a higher hydraulic load and often with higher pollutant loads at the beginning of combined water flows. Some of the effects are displacement of sludge to the secondary clarifier, higher solids concentrations in the effluent and high loads of ammonia nitrogen for the nitrifying reactor. To decide on bigger stormwater storages or improvement of the treatment plant all effects in the whole system have to be considered. This can only be done with dynamic models, although simulation of combined water flows still have to be improved.
doi_str_mv 10.2166/wst.1992.0554
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_746108484</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>746108484</sourcerecordid><originalsourceid>FETCH-LOGICAL-c303t-afd9aa76aabf48aa79d14d53d7e5507344dcb6812c9defedd3fbec55c4f4d6df3</originalsourceid><addsrcrecordid>eNqFkc1LAzEQxYMoWKtH7wuCnrbmezdHKWqVgoIVjyG7mciWdlOTlOJ_b5Z68mBP83j8ZnjMQ-iS4AklUt7uYpoQpegEC8GP0ChrWaqK0WM0wrRiJaGUnaKzGJcY44pxPEKzZ9_1qZj6PnYWgkmd7wvvsrFuuh5s8Qa7bH9CYXpbfJiYYGcShGIRwKQ15N3XlelTPEcnzqwiXPzOMXp_uF9MZ-X85fFpejcvW4ZZKo2zyphKGtM4XmelLOFWMFuBEEMmbttG1oS2yoIDa5lroBWi5Y5baR0bo5v93U3wX1uISa-72MIqhwC_jbrikuCa1zyT1_-SVMhKcaEOgkQyWsmaHgaZVAoTlsGrP-DSb0Of_6KJ4owKQRXJVLmn2uBjDOD0JnRrE741wXpoVOdG9dCoHhplPxRrlG4</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1943255291</pqid></control><display><type>article</type><title>Joint Consideration of Combined Sewerage and Wastewater Treatment Plants</title><source>Alma/SFX Local Collection</source><creator>Durchschlag, A ; Haertel, L ; Hartwig, P ; Kaselow, M ; Kollatsch, D ; Otterpohl, R ; Schwentner, G</creator><contributor>et al. (eds.) ; Suzuki, M</contributor><creatorcontrib>Durchschlag, A ; Haertel, L ; Hartwig, P ; Kaselow, M ; Kollatsch, D ; Otterpohl, R ; Schwentner, G ; et al. (eds.) ; Suzuki, M</creatorcontrib><description>Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and sewerage, number and capacity of storage tanks and overflows determine the characteristics of the combined water influent of the treatment plant. The plant has to cope with a higher hydraulic load and often with higher pollutant loads at the beginning of combined water flows. Some of the effects are displacement of sludge to the secondary clarifier, higher solids concentrations in the effluent and high loads of ammonia nitrogen for the nitrifying reactor. To decide on bigger stormwater storages or improvement of the treatment plant all effects in the whole system have to be considered. This can only be done with dynamic models, although simulation of combined water flows still have to be improved.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.1992.0554</identifier><language>eng</language><publisher>London: IWA Publishing</publisher><subject>Ammonia ; Capacity ; Catchment area ; Catchment areas ; Combined sewer overflows ; Combined water ; Computer simulation ; Dynamic models ; Effluents ; Hydraulic loading ; Hydrodynamics ; Influents ; Loads (forces) ; Mathematical models ; Pollutant load ; Pollutants ; Pollution load ; Runoff ; Sewage ; Sewage disposal ; Sewage tanks ; Sewer systems ; Sewerage ; Sludge ; Storage tanks ; Storm runoff ; Stormwater ; Stormwater management ; Stormwater runoff ; Wastewater ; Wastewater treatment ; Wastewater treatment plants ; Water flow ; Water tanks ; Water treatment plants</subject><ispartof>Water science and technology, 1992, Vol.26 (5-6), p.1125-1134</ispartof><rights>Copyright IWA Publishing Sep 1992</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c303t-afd9aa76aabf48aa79d14d53d7e5507344dcb6812c9defedd3fbec55c4f4d6df3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>309,310,314,780,784,789,790,4024,4050,4051,23930,23931,25140,27923,27924,27925</link.rule.ids></links><search><contributor>et al. (eds.)</contributor><contributor>Suzuki, M</contributor><creatorcontrib>Durchschlag, A</creatorcontrib><creatorcontrib>Haertel, L</creatorcontrib><creatorcontrib>Hartwig, P</creatorcontrib><creatorcontrib>Kaselow, M</creatorcontrib><creatorcontrib>Kollatsch, D</creatorcontrib><creatorcontrib>Otterpohl, R</creatorcontrib><creatorcontrib>Schwentner, G</creatorcontrib><title>Joint Consideration of Combined Sewerage and Wastewater Treatment Plants</title><title>Water science and technology</title><description>Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and sewerage, number and capacity of storage tanks and overflows determine the characteristics of the combined water influent of the treatment plant. The plant has to cope with a higher hydraulic load and often with higher pollutant loads at the beginning of combined water flows. Some of the effects are displacement of sludge to the secondary clarifier, higher solids concentrations in the effluent and high loads of ammonia nitrogen for the nitrifying reactor. To decide on bigger stormwater storages or improvement of the treatment plant all effects in the whole system have to be considered. This can only be done with dynamic models, although simulation of combined water flows still have to be improved.</description><subject>Ammonia</subject><subject>Capacity</subject><subject>Catchment area</subject><subject>Catchment areas</subject><subject>Combined sewer overflows</subject><subject>Combined water</subject><subject>Computer simulation</subject><subject>Dynamic models</subject><subject>Effluents</subject><subject>Hydraulic loading</subject><subject>Hydrodynamics</subject><subject>Influents</subject><subject>Loads (forces)</subject><subject>Mathematical models</subject><subject>Pollutant load</subject><subject>Pollutants</subject><subject>Pollution load</subject><subject>Runoff</subject><subject>Sewage</subject><subject>Sewage disposal</subject><subject>Sewage tanks</subject><subject>Sewer systems</subject><subject>Sewerage</subject><subject>Sludge</subject><subject>Storage tanks</subject><subject>Storm runoff</subject><subject>Stormwater</subject><subject>Stormwater management</subject><subject>Stormwater runoff</subject><subject>Wastewater</subject><subject>Wastewater treatment</subject><subject>Wastewater treatment plants</subject><subject>Water flow</subject><subject>Water tanks</subject><subject>Water treatment plants</subject><issn>0273-1223</issn><issn>1996-9732</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1992</creationdate><recordtype>article</recordtype><recordid>eNqFkc1LAzEQxYMoWKtH7wuCnrbmezdHKWqVgoIVjyG7mciWdlOTlOJ_b5Z68mBP83j8ZnjMQ-iS4AklUt7uYpoQpegEC8GP0ChrWaqK0WM0wrRiJaGUnaKzGJcY44pxPEKzZ9_1qZj6PnYWgkmd7wvvsrFuuh5s8Qa7bH9CYXpbfJiYYGcShGIRwKQ15N3XlelTPEcnzqwiXPzOMXp_uF9MZ-X85fFpejcvW4ZZKo2zyphKGtM4XmelLOFWMFuBEEMmbttG1oS2yoIDa5lroBWi5Y5baR0bo5v93U3wX1uISa-72MIqhwC_jbrikuCa1zyT1_-SVMhKcaEOgkQyWsmaHgaZVAoTlsGrP-DSb0Of_6KJ4owKQRXJVLmn2uBjDOD0JnRrE741wXpoVOdG9dCoHhplPxRrlG4</recordid><startdate>1992</startdate><enddate>1992</enddate><creator>Durchschlag, A</creator><creator>Haertel, L</creator><creator>Hartwig, P</creator><creator>Kaselow, M</creator><creator>Kollatsch, D</creator><creator>Otterpohl, R</creator><creator>Schwentner, G</creator><general>IWA Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7UA</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>8FE</scope><scope>8FG</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</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>FYUFA</scope><scope>GHDGH</scope><scope>H96</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0S</scope><scope>M1P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7TV</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7TC</scope></search><sort><creationdate>1992</creationdate><title>Joint Consideration of Combined Sewerage and Wastewater Treatment Plants</title><author>Durchschlag, A ; Haertel, L ; Hartwig, P ; Kaselow, M ; Kollatsch, D ; Otterpohl, R ; Schwentner, G</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c303t-afd9aa76aabf48aa79d14d53d7e5507344dcb6812c9defedd3fbec55c4f4d6df3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1992</creationdate><topic>Ammonia</topic><topic>Capacity</topic><topic>Catchment area</topic><topic>Catchment areas</topic><topic>Combined sewer overflows</topic><topic>Combined water</topic><topic>Computer simulation</topic><topic>Dynamic models</topic><topic>Effluents</topic><topic>Hydraulic loading</topic><topic>Hydrodynamics</topic><topic>Influents</topic><topic>Loads (forces)</topic><topic>Mathematical models</topic><topic>Pollutant load</topic><topic>Pollutants</topic><topic>Pollution load</topic><topic>Runoff</topic><topic>Sewage</topic><topic>Sewage disposal</topic><topic>Sewage tanks</topic><topic>Sewer systems</topic><topic>Sewerage</topic><topic>Sludge</topic><topic>Storage tanks</topic><topic>Storm runoff</topic><topic>Stormwater</topic><topic>Stormwater management</topic><topic>Stormwater runoff</topic><topic>Wastewater</topic><topic>Wastewater treatment</topic><topic>Wastewater treatment plants</topic><topic>Water flow</topic><topic>Water tanks</topic><topic>Water treatment plants</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Durchschlag, A</creatorcontrib><creatorcontrib>Haertel, L</creatorcontrib><creatorcontrib>Hartwig, P</creatorcontrib><creatorcontrib>Kaselow, M</creatorcontrib><creatorcontrib>Kollatsch, D</creatorcontrib><creatorcontrib>Otterpohl, R</creatorcontrib><creatorcontrib>Schwentner, G</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Health &amp; Medical Collection</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Medical Database (Alumni Edition)</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Hospital Premium Collection</collection><collection>Hospital Premium Collection (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>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>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</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>ProQuest Health &amp; Medical Complete (Alumni)</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Health &amp; Medical Collection (Alumni Edition)</collection><collection>Medical Database</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>Pollution Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>Water science and technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Durchschlag, A</au><au>Haertel, L</au><au>Hartwig, P</au><au>Kaselow, M</au><au>Kollatsch, D</au><au>Otterpohl, R</au><au>Schwentner, G</au><au>et al. (eds.)</au><au>Suzuki, M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Joint Consideration of Combined Sewerage and Wastewater Treatment Plants</atitle><jtitle>Water science and technology</jtitle><date>1992</date><risdate>1992</risdate><volume>26</volume><issue>5-6</issue><spage>1125</spage><epage>1134</epage><pages>1125-1134</pages><issn>0273-1223</issn><eissn>1996-9732</eissn><abstract>Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and sewerage, number and capacity of storage tanks and overflows determine the characteristics of the combined water influent of the treatment plant. The plant has to cope with a higher hydraulic load and often with higher pollutant loads at the beginning of combined water flows. Some of the effects are displacement of sludge to the secondary clarifier, higher solids concentrations in the effluent and high loads of ammonia nitrogen for the nitrifying reactor. To decide on bigger stormwater storages or improvement of the treatment plant all effects in the whole system have to be considered. This can only be done with dynamic models, although simulation of combined water flows still have to be improved.</abstract><cop>London</cop><pub>IWA Publishing</pub><doi>10.2166/wst.1992.0554</doi><tpages>10</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0273-1223
ispartof Water science and technology, 1992, Vol.26 (5-6), p.1125-1134
issn 0273-1223
1996-9732
language eng
recordid cdi_proquest_miscellaneous_746108484
source Alma/SFX Local Collection
subjects Ammonia
Capacity
Catchment area
Catchment areas
Combined sewer overflows
Combined water
Computer simulation
Dynamic models
Effluents
Hydraulic loading
Hydrodynamics
Influents
Loads (forces)
Mathematical models
Pollutant load
Pollutants
Pollution load
Runoff
Sewage
Sewage disposal
Sewage tanks
Sewer systems
Sewerage
Sludge
Storage tanks
Storm runoff
Stormwater
Stormwater management
Stormwater runoff
Wastewater
Wastewater treatment
Wastewater treatment plants
Water flow
Water tanks
Water treatment plants
title Joint Consideration of Combined Sewerage and Wastewater Treatment Plants
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-26T18%3A33%3A12IST&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=Joint%20Consideration%20of%20Combined%20Sewerage%20and%20Wastewater%20Treatment%20Plants&rft.jtitle=Water%20science%20and%20technology&rft.au=Durchschlag,%20A&rft.date=1992&rft.volume=26&rft.issue=5-6&rft.spage=1125&rft.epage=1134&rft.pages=1125-1134&rft.issn=0273-1223&rft.eissn=1996-9732&rft_id=info:doi/10.2166/wst.1992.0554&rft_dat=%3Cproquest_cross%3E746108484%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c303t-afd9aa76aabf48aa79d14d53d7e5507344dcb6812c9defedd3fbec55c4f4d6df3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1943255291&rft_id=info:pmid/&rfr_iscdi=true