{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,9,23]],"date-time":"2026-09-23T14:25:13Z","timestamp":1790173513953,"version":"4.1.0"},"reference-count":16,"publisher":"Wiley","issue":"9","license":[{"start":{"date-parts":[[2008,9,1]],"date-time":"2008-09-01T00:00:00Z","timestamp":1220227200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Water Environment Research"],"published-print":{"date-parts":[[2008,9]]},"abstract":"<jats:p>Pilot plant experiments were conducted to examine the performance of a retention treatment basin (RTB) with chemical coagulation using a cationic polymer in the treatment of combined sewer overflow (CSO) for the City of Windsor, Ontario, Canada. The pilot plant was operated at surface overflow rates (SORs) up to 1370 m <jats:sup>3<\/jats:sup>\/m <jats:sup>2<\/jats:sup> \u00b7 d. This study demonstrated that the use of polymer coagulation improved settling characteristics of solids, and allowed the SOR in the RTB to be increased significantly. An optimum polymer dosage to achieve the discharge standards of CSO was determined from the experimental runs. The effluent quality met the Ontario Ministry of the Environment Procedure F\u20105\u20105 in terms of 5\u2010day biochemical oxygen demand and total suspended solids removals. A flushing box was successfully tested for flushing the collected floatables and sludge from the bottom of the RTB after storm events.<\/jats:p>","DOI":"10.2175\/106143007x22096","type":"journal-article","created":{"date-parts":[[2008,10,3]],"date-time":"2008-10-03T01:50:16Z","timestamp":1222998616000},"page":"774-783","source":"Crossref","is-referenced-by-count":7,"title":["Treatment of Combined Sewer Overflow Using Retention Treatment Basin Assisted with Polymer Chemical Coagulation"],"prefix":"10.1002","volume":"80","author":[{"given":"Ahmed S.","family":"El\u2010Gendy","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jian Guo","family":"Li","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Nihar","family":"Biswas","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"311","published-online":{"date-parts":[[2008,9]]},"reference":[{"key":"e_1_2_7_2_1","doi-asserted-by":"crossref","first-page":"117","DOI":"10.2166\/wst.1996.0190","article-title":"Methods for Determining the Settling Velocity Profiles of Solids in Storm Sewage","volume":"33","author":"Aiguier E.","year":"1996","journal-title":"Water Sci. 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G.","year":"2003","journal-title":"Water Qual. Res. J. Canada"},{"key":"e_1_2_7_8_1","doi-asserted-by":"crossref","first-page":"449","DOI":"10.2166\/wqrj.2004.056","article-title":"High\u2010Rate Retention Treatment Basin for CSO Treatment in Windsor, Ontario","volume":"39","author":"Li J. G.","year":"2004","journal-title":"Water Qual. Res. J. Canada"},{"key":"e_1_2_7_9_1","volume-title":"Wastewater Engineering: Treatment, Disposal and Reuse,","author":"Metcalf & Eddy, Inc.","year":"2003"},{"key":"e_1_2_7_10_1","unstructured":"Ontario Ministry of the Environment(1997)Procedure F\u20105\u20105: Determination of Treatment Requirements for Municipal and Private Combined and Partially Separated Sewer Systems December 1997."},{"key":"e_1_2_7_11_1","volume-title":"Wastewater Treatment Plants: Planning, Design, and Operation,","author":"Qasim S. 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U.S. EPA Region 5 Water Division\/SE Michigan Field Office."},{"key":"e_1_2_7_16_1","volume-title":"Water Supply and Pollution Control,","author":"Viessman W.","year":"1998"},{"key":"e_1_2_7_17_1","volume-title":"A report submitted to the City of Toronto, the Ontario Ministry of the Environment, the Great Lakes 2000 Cleanup Fund, and Environment Canada","author":"Water Technology International","year":"1999"}],"container-title":["Water Environment Research"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.wiley.com\/onlinelibrary\/tdm\/v1\/articles\/10.2175%2F106143007X22096","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.2175\/106143007X22096","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,9,15]],"date-time":"2023-09-15T10:19:59Z","timestamp":1694773199000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.2175\/106143007X22096"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2008,9]]},"references-count":16,"journal-issue":{"issue":"9","published-print":{"date-parts":[[2008,9]]}},"alternative-id":["10.2175\/106143007X22096"],"URL":"https:\/\/doi.org\/10.2175\/106143007x22096","archive":["Portico"],"relation":{},"ISSN":["1061-4303","1554-7531"],"issn-type":[{"value":"1061-4303","type":"print"},{"value":"1554-7531","type":"electronic"}],"subject":[],"published":{"date-parts":[[2008,9]]}}}