Effect of Green Roof Configuration and Hydrological Variables on Runoff Water Quantity and Quality
Green roofs (GRs) are a feasible solution for mitigating increased runoff volumes in urban areas. Though many studies have focused their analysis on the quantity and quality of GR runoff, with respect to the relevance of specific site conditions in GR performance, the information gathered for the tr...
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description | Green roofs (GRs) are a feasible solution for mitigating increased runoff volumes in urban areas. Though many studies have focused their analysis on the quantity and quality of GR runoff, with respect to the relevance of specific site conditions in GR performance, the information gathered for the tropical Andes is not sufficient. This study assessed the hydrological performance and runoff water quality of 12 green roof modular systems located at the Universidad de los Andes campus (Bogotá, Colombia). Based on 223 rainfall events spanning a 3-year period, average rainfall retention was 85% (coefficient of variation = 29%). t-tests, the Welch Test, multiple linear regressions, and correlation analysis were performed in order to assess the potential effect of air temperature, substrate type, vegetation cover, relative humidity, antecedent dry weather period (ADWP), rainfall duration, and rainfall maximum intensity. In some cases, GR design variables (i.e., substrate type and vegetation cover) were found to be significant for describing rainfall retention efficiencies and, depending on the GR type, some hydrological variables were also correlated with rainfall retention. Rainfall and GR runoff from 12 rainfall events were also monitored for total Kjeldahl nitrogen (TKN), nitrates, nitrites, ammonia, total phosphorus (TP), phosphates, pH, total dissolved solids (TDS), total suspended solids (TSS), color, turbidity, biological oxygen demand (BOD), chemical oxygen demand (COD), total coliforms, metals (i.e., zinc, copper, nickel, lead, selenium, aluminum, barium, boron, calcium, strontium, iron, lithium, magnesium, manganese, potassium, sodium), and polyaromatic hydrocarbons (PAHs). The results obtained confirmed that GR systems have the ability to neutralize pH, but are a source of the rest of the aforementioned parameters, excluding PAHs (with concentrations below detection limits), ammonia, TSS, selenium and lithium, where differences with control cases (rainfall and plastic panel runoff) were not statistically significant. Substrate type, event size, and rainfall regime are relevant variables for explaining runoff water quality. |
doi_str_mv | 10.3390/w10070960 |
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Though many studies have focused their analysis on the quantity and quality of GR runoff, with respect to the relevance of specific site conditions in GR performance, the information gathered for the tropical Andes is not sufficient. This study assessed the hydrological performance and runoff water quality of 12 green roof modular systems located at the Universidad de los Andes campus (Bogotá, Colombia). Based on 223 rainfall events spanning a 3-year period, average rainfall retention was 85% (coefficient of variation = 29%). t-tests, the Welch Test, multiple linear regressions, and correlation analysis were performed in order to assess the potential effect of air temperature, substrate type, vegetation cover, relative humidity, antecedent dry weather period (ADWP), rainfall duration, and rainfall maximum intensity. In some cases, GR design variables (i.e., substrate type and vegetation cover) were found to be significant for describing rainfall retention efficiencies and, depending on the GR type, some hydrological variables were also correlated with rainfall retention. Rainfall and GR runoff from 12 rainfall events were also monitored for total Kjeldahl nitrogen (TKN), nitrates, nitrites, ammonia, total phosphorus (TP), phosphates, pH, total dissolved solids (TDS), total suspended solids (TSS), color, turbidity, biological oxygen demand (BOD), chemical oxygen demand (COD), total coliforms, metals (i.e., zinc, copper, nickel, lead, selenium, aluminum, barium, boron, calcium, strontium, iron, lithium, magnesium, manganese, potassium, sodium), and polyaromatic hydrocarbons (PAHs). The results obtained confirmed that GR systems have the ability to neutralize pH, but are a source of the rest of the aforementioned parameters, excluding PAHs (with concentrations below detection limits), ammonia, TSS, selenium and lithium, where differences with control cases (rainfall and plastic panel runoff) were not statistically significant. Substrate type, event size, and rainfall regime are relevant variables for explaining runoff water quality.</description><identifier>ISSN: 2073-4441</identifier><identifier>EISSN: 2073-4441</identifier><identifier>DOI: 10.3390/w10070960</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Air temperature ; Aluminum ; Ammonia ; Analysis ; Architectural design ; Barium ; Biochemical oxygen demand ; Boron ; Calcium ; Chemical oxygen demand ; Coefficient of variation ; Coliforms ; Correlation analysis ; Detection limits ; Green buildings ; Green development ; Green roofs ; Hydrology ; Iron ; Lithium ; Magnesium ; Manganese ; Nitrates ; Nitrites ; Organic chemistry ; Phosphates ; Phosphorus ; Polycyclic aromatic hydrocarbons ; Potassium ; Rain and rainfall ; Rainfall ; Relative humidity ; Retention ; Roofs ; Runoff ; Solid suspensions ; Statistical analysis ; Sustainable design ; Turbidity ; Urban areas ; Urban runoff ; Vegetation ; Water quality</subject><ispartof>Water (Basel), 2018-07, Vol.10 (7), p.960</ispartof><rights>COPYRIGHT 2018 MDPI AG</rights><rights>2018. This work is licensed under https://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c261t-db4d2ad3cfbfff9da64a480d1f789265d466b8e52332071386db17dfe43715003</citedby><cites>FETCH-LOGICAL-c261t-db4d2ad3cfbfff9da64a480d1f789265d466b8e52332071386db17dfe43715003</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,27929,27930</link.rule.ids></links><search><creatorcontrib>Ferrans, Pascual</creatorcontrib><creatorcontrib>Rey, Carlos</creatorcontrib><creatorcontrib>Pérez, Gabriel</creatorcontrib><creatorcontrib>Rodríguez, Juan</creatorcontrib><creatorcontrib>Díaz-Granados, Mario</creatorcontrib><title>Effect of Green Roof Configuration and Hydrological Variables on Runoff Water Quantity and Quality</title><title>Water (Basel)</title><description>Green roofs (GRs) are a feasible solution for mitigating increased runoff volumes in urban areas. Though many studies have focused their analysis on the quantity and quality of GR runoff, with respect to the relevance of specific site conditions in GR performance, the information gathered for the tropical Andes is not sufficient. This study assessed the hydrological performance and runoff water quality of 12 green roof modular systems located at the Universidad de los Andes campus (Bogotá, Colombia). Based on 223 rainfall events spanning a 3-year period, average rainfall retention was 85% (coefficient of variation = 29%). t-tests, the Welch Test, multiple linear regressions, and correlation analysis were performed in order to assess the potential effect of air temperature, substrate type, vegetation cover, relative humidity, antecedent dry weather period (ADWP), rainfall duration, and rainfall maximum intensity. In some cases, GR design variables (i.e., substrate type and vegetation cover) were found to be significant for describing rainfall retention efficiencies and, depending on the GR type, some hydrological variables were also correlated with rainfall retention. Rainfall and GR runoff from 12 rainfall events were also monitored for total Kjeldahl nitrogen (TKN), nitrates, nitrites, ammonia, total phosphorus (TP), phosphates, pH, total dissolved solids (TDS), total suspended solids (TSS), color, turbidity, biological oxygen demand (BOD), chemical oxygen demand (COD), total coliforms, metals (i.e., zinc, copper, nickel, lead, selenium, aluminum, barium, boron, calcium, strontium, iron, lithium, magnesium, manganese, potassium, sodium), and polyaromatic hydrocarbons (PAHs). The results obtained confirmed that GR systems have the ability to neutralize pH, but are a source of the rest of the aforementioned parameters, excluding PAHs (with concentrations below detection limits), ammonia, TSS, selenium and lithium, where differences with control cases (rainfall and plastic panel runoff) were not statistically significant. Substrate type, event size, and rainfall regime are relevant variables for explaining runoff water quality.</description><subject>Air temperature</subject><subject>Aluminum</subject><subject>Ammonia</subject><subject>Analysis</subject><subject>Architectural design</subject><subject>Barium</subject><subject>Biochemical oxygen demand</subject><subject>Boron</subject><subject>Calcium</subject><subject>Chemical oxygen demand</subject><subject>Coefficient of variation</subject><subject>Coliforms</subject><subject>Correlation analysis</subject><subject>Detection limits</subject><subject>Green buildings</subject><subject>Green development</subject><subject>Green roofs</subject><subject>Hydrology</subject><subject>Iron</subject><subject>Lithium</subject><subject>Magnesium</subject><subject>Manganese</subject><subject>Nitrates</subject><subject>Nitrites</subject><subject>Organic chemistry</subject><subject>Phosphates</subject><subject>Phosphorus</subject><subject>Polycyclic aromatic hydrocarbons</subject><subject>Potassium</subject><subject>Rain and rainfall</subject><subject>Rainfall</subject><subject>Relative humidity</subject><subject>Retention</subject><subject>Roofs</subject><subject>Runoff</subject><subject>Solid suspensions</subject><subject>Statistical analysis</subject><subject>Sustainable design</subject><subject>Turbidity</subject><subject>Urban areas</subject><subject>Urban runoff</subject><subject>Vegetation</subject><subject>Water quality</subject><issn>2073-4441</issn><issn>2073-4441</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpNUE1rwzAMNWODla6H_QPDTjuk81di51hK1w4KY2Ufx-DEVnFJ7c5JGP33c9cxJh30JL0nISF0S8mU85I8fFFCJCkLcoFGjEieCSHo5T98jSZdtyPJRKlUTkaoXgDYpscB8DJa6_EmJDgPHtx2iLp3wWPtDV4dTQxt2LpGt_hdR6fr1nY4dTeDDwD4Q_c24pdB-971xx9NStqEb9AV6Lazk984Rm-Pi9f5Kls_L5_ms3XWsIL2mamFYdrwBmoAKI0uhBaKGApSlazIjSiKWtmccZ7uoVwVpqbSgBVc0pwQPkZ357mHGD4H2_XVLgzRp5UVo0RJrqSUiTU9s7a6tZXzEPqom-TG7l0TvAWX6jNZEs6UYifB_VnQxNB10UJ1iG6v47GipDq9vfp7O_8GY0dzng</recordid><startdate>20180701</startdate><enddate>20180701</enddate><creator>Ferrans, Pascual</creator><creator>Rey, Carlos</creator><creator>Pérez, Gabriel</creator><creator>Rodríguez, Juan</creator><creator>Díaz-Granados, Mario</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope></search><sort><creationdate>20180701</creationdate><title>Effect of Green Roof Configuration and Hydrological Variables on Runoff Water Quantity and Quality</title><author>Ferrans, Pascual ; Rey, Carlos ; Pérez, Gabriel ; Rodríguez, Juan ; Díaz-Granados, Mario</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c261t-db4d2ad3cfbfff9da64a480d1f789265d466b8e52332071386db17dfe43715003</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Air temperature</topic><topic>Aluminum</topic><topic>Ammonia</topic><topic>Analysis</topic><topic>Architectural design</topic><topic>Barium</topic><topic>Biochemical oxygen demand</topic><topic>Boron</topic><topic>Calcium</topic><topic>Chemical oxygen demand</topic><topic>Coefficient of variation</topic><topic>Coliforms</topic><topic>Correlation analysis</topic><topic>Detection limits</topic><topic>Green buildings</topic><topic>Green development</topic><topic>Green roofs</topic><topic>Hydrology</topic><topic>Iron</topic><topic>Lithium</topic><topic>Magnesium</topic><topic>Manganese</topic><topic>Nitrates</topic><topic>Nitrites</topic><topic>Organic chemistry</topic><topic>Phosphates</topic><topic>Phosphorus</topic><topic>Polycyclic aromatic hydrocarbons</topic><topic>Potassium</topic><topic>Rain and rainfall</topic><topic>Rainfall</topic><topic>Relative humidity</topic><topic>Retention</topic><topic>Roofs</topic><topic>Runoff</topic><topic>Solid suspensions</topic><topic>Statistical analysis</topic><topic>Sustainable design</topic><topic>Turbidity</topic><topic>Urban areas</topic><topic>Urban runoff</topic><topic>Vegetation</topic><topic>Water quality</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ferrans, Pascual</creatorcontrib><creatorcontrib>Rey, Carlos</creatorcontrib><creatorcontrib>Pérez, Gabriel</creatorcontrib><creatorcontrib>Rodríguez, Juan</creatorcontrib><creatorcontrib>Díaz-Granados, Mario</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Access via ProQuest (Open Access)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><jtitle>Water (Basel)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ferrans, Pascual</au><au>Rey, Carlos</au><au>Pérez, Gabriel</au><au>Rodríguez, Juan</au><au>Díaz-Granados, Mario</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of Green Roof Configuration and Hydrological Variables on Runoff Water Quantity and Quality</atitle><jtitle>Water (Basel)</jtitle><date>2018-07-01</date><risdate>2018</risdate><volume>10</volume><issue>7</issue><spage>960</spage><pages>960-</pages><issn>2073-4441</issn><eissn>2073-4441</eissn><abstract>Green roofs (GRs) are a feasible solution for mitigating increased runoff volumes in urban areas. Though many studies have focused their analysis on the quantity and quality of GR runoff, with respect to the relevance of specific site conditions in GR performance, the information gathered for the tropical Andes is not sufficient. This study assessed the hydrological performance and runoff water quality of 12 green roof modular systems located at the Universidad de los Andes campus (Bogotá, Colombia). Based on 223 rainfall events spanning a 3-year period, average rainfall retention was 85% (coefficient of variation = 29%). t-tests, the Welch Test, multiple linear regressions, and correlation analysis were performed in order to assess the potential effect of air temperature, substrate type, vegetation cover, relative humidity, antecedent dry weather period (ADWP), rainfall duration, and rainfall maximum intensity. In some cases, GR design variables (i.e., substrate type and vegetation cover) were found to be significant for describing rainfall retention efficiencies and, depending on the GR type, some hydrological variables were also correlated with rainfall retention. Rainfall and GR runoff from 12 rainfall events were also monitored for total Kjeldahl nitrogen (TKN), nitrates, nitrites, ammonia, total phosphorus (TP), phosphates, pH, total dissolved solids (TDS), total suspended solids (TSS), color, turbidity, biological oxygen demand (BOD), chemical oxygen demand (COD), total coliforms, metals (i.e., zinc, copper, nickel, lead, selenium, aluminum, barium, boron, calcium, strontium, iron, lithium, magnesium, manganese, potassium, sodium), and polyaromatic hydrocarbons (PAHs). The results obtained confirmed that GR systems have the ability to neutralize pH, but are a source of the rest of the aforementioned parameters, excluding PAHs (with concentrations below detection limits), ammonia, TSS, selenium and lithium, where differences with control cases (rainfall and plastic panel runoff) were not statistically significant. Substrate type, event size, and rainfall regime are relevant variables for explaining runoff water quality.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/w10070960</doi><oa>free_for_read</oa></addata></record> |
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subjects | Air temperature Aluminum Ammonia Analysis Architectural design Barium Biochemical oxygen demand Boron Calcium Chemical oxygen demand Coefficient of variation Coliforms Correlation analysis Detection limits Green buildings Green development Green roofs Hydrology Iron Lithium Magnesium Manganese Nitrates Nitrites Organic chemistry Phosphates Phosphorus Polycyclic aromatic hydrocarbons Potassium Rain and rainfall Rainfall Relative humidity Retention Roofs Runoff Solid suspensions Statistical analysis Sustainable design Turbidity Urban areas Urban runoff Vegetation Water quality |
title | Effect of Green Roof Configuration and Hydrological Variables on Runoff Water Quantity and Quality |
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