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dc.contributor.authorHaverstock, Michael James
dc.date.accessioned2010-10-04T18:26:45Z
dc.date.available2010-10-04T18:26:45Z
dc.date.issued2010-10-04
dc.identifier.urihttp://hdl.handle.net/10222/13103
dc.description.abstractA wastewater treatment and reuse system consisting of a tile drainage system, a constructed treatment wetland (CTW), a reservoir, and an irrigation system was established. The system supplied 780 mm of irrigation water for the 1.8 ha of drained land for the 2008 growing season. A hydraulic tracer study conducted in the CTW supported the use of a length to width ratio of 10:1. During 2008, annual nitrate-nitrogen (NO3--N) and Escherichia coli (E. coli) mass reductions were 67.6 and 63.3%, respectively. Elevated E. coli levels were observed in the reservoir during the warm season. Therefore, water may not be safe for irrigating crops consumed raw. The mean first-order areal uptake rate constants generated for NO3--N and E. coli were 8.0 and 6.4 m y-1, respectively, and are recommended for similar CTWs. A wetland area to drainage area ratio of 4.5% is recommended to achieve ? 70 % mass reduction of NO3--N and E. colien_US
dc.language.isoenen_US
dc.subjectTile drainageen_US
dc.subjectWetlanden_US
dc.subjectWastewater resuseen_US
dc.subjectNitrateen_US
dc.subjectE. colien_US
dc.titleAn Assessment of a Wetland-Reservoir Wastewater Treatment and Reuse System Receiving Agricultural Drainage Water in Nova Scotiaen_US
dc.date.defence2010-09-13
dc.contributor.departmentNova Scotia Agricultural Collegeen_US
dc.contributor.degreeMaster of Scienceen_US
dc.contributor.external-examinerDr. Shiv Prasheren_US
dc.contributor.graduate-coordinatorDr. Dian Pattersonen_US
dc.contributor.thesis-readerDr. Peter Havarden_US
dc.contributor.thesis-readerDr. Glenn Strattonen_US
dc.contributor.thesis-supervisorDr. Ali Madani; Dr. Rob Gordonen_US
dc.contributor.ethics-approvalNot Applicableen_US
dc.contributor.manuscriptsNot Applicableen_US
dc.contributor.copyright-releaseNot Applicableen_US
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