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The GI catchment avoided directly connected impervious areas by diverting runoff from a parking lot to a cascade of three infiltration features, a fractured rock strip draining onto a sloping infiltration area, followed by a collector swale. Both catchments were monitored over 4 years by measuring rainfall, runoff and, in the vicinity of the swale, soil water content and groundwater levels. For frequent storms, the median GI efficiencies in reducing runoff volumes and peak flows, and extending peak flow lags, were 96, 99 and 60%, respectively, compared to conventional drainage. The storm rainfall depth, initial soil water content, increases in intra-event soil water storage and groundwater levels had statistically significant effects on either runoff volume or peak flow reductions. No effects were found for storm rainfall intensity and duration, antecedent dry days, and initial groundwater levels. The study demonstrated that GI drainage can be successfully applied even in the challenging environment of a subarctic climate.<\/jats:p>","DOI":"10.2166\/wst.2022.381","type":"journal-article","created":{"date-parts":[[2022,11,21]],"date-time":"2022-11-21T11:56:33Z","timestamp":1669031793000},"page":"2777-2793","update-policy":"https:\/\/doi.org\/10.2166\/iwapcrossmarkpolicypage","source":"Crossref","is-referenced-by-count":3,"title":["Green infrastructure drainage of a commercial plaza without directly connected impervious areas: a case study"],"prefix":"10.2166","volume":"86","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2321-164X","authenticated-orcid":false,"given":"Hendrik","family":"Rujner","sequence":"first","affiliation":[{"name":"1 Department of Civil, Environmental and Natural Resources Engineering, Urban Water Engineering, Lule\u00e5 University of Technology, Lule\u00e5 971 87, Sweden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-0367-3449","authenticated-orcid":false,"given":"G\u00fcnther","family":"Leonhardt","sequence":"additional","affiliation":[{"name":"1 Department of Civil, Environmental and Natural Resources Engineering, Urban Water Engineering, Lule\u00e5 University of Technology, Lule\u00e5 971 87, Sweden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4327-5613","authenticated-orcid":false,"given":"Kelsey","family":"Flanagan","sequence":"additional","affiliation":[{"name":"1 Department of Civil, Environmental and Natural Resources Engineering, Urban Water Engineering, Lule\u00e5 University of Technology, Lule\u00e5 971 87, Sweden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-9938-8217","authenticated-orcid":false,"given":"Jiri","family":"Marsalek","sequence":"additional","affiliation":[{"name":"1 Department of Civil, Environmental and Natural Resources Engineering, Urban Water Engineering, Lule\u00e5 University of Technology, Lule\u00e5 971 87, Sweden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1725-6478","authenticated-orcid":false,"given":"Maria","family":"Viklander","sequence":"additional","affiliation":[{"name":"1 Department of Civil, Environmental and Natural Resources Engineering, Urban Water Engineering, Lule\u00e5 University of Technology, Lule\u00e5 971 87, Sweden"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"945","published-online":{"date-parts":[[2022,11,21]]},"reference":[{"key":"2022121411082953900_WST-D-22-00588C1","first-page":"1","article-title":"Legacy LID: Stormwater treatment in unimproved embankments along highway shoulders in Western Washington","volume-title":"Low Impact Development for Urban Ecosystem and Habitat Protection","year":"2009"},{"issue":"2","key":"2022121411082953900_WST-D-22-00588C2","doi-asserted-by":"crossref","first-page":"313","DOI":"10.1061\/(ASCE)0733-9429(1983)109:2(313)","article-title":"Effective impervious areas in urban runoff modelling","volume":"109","year":"1983","journal-title":"Journal of Hydraulic Engineering"},{"issue":"1","key":"2022121411082953900_WST-D-22-00588C3","doi-asserted-by":"crossref","first-page":"78","DOI":"10.2175\/106143005X41654","article-title":"Performance comparison of structural stormwater best management practices","volume":"77","year":"2005","journal-title":"Water Environment Research"},{"key":"2022121411082953900_WST-D-22-00588C4","doi-asserted-by":"crossref","first-page":"180214","DOI":"10.1038\/sdata.2018.214","article-title":"Present and future K\u00f6ppen-Geiger climate classification maps at 1-km resolution","volume":"5","year":"2018","journal-title":"Scientific Data"},{"key":"2022121411082953900_WST-D-22-00588C5","unstructured":"City of Saskatoon\n          2012\n          New Neighbourhood Design and Development Standards Manual. 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