Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China

First flush is a common phenomenon in urban runoff pollution. Typical cement roof and asphalt road runoff in Beijing, China were monitored for 2 years. Based on the M(v) curve, the suspended solids (SS), chemical oxygen demand (COD), total phosphorus (TP) and particulate phosphorus in cement roof ru...

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Main Authors: Wei Zhang, Juan Li, Huichao Sun, Wu Che
Format: Article
Language:English
Published: IWA Publishing 2021-06-01
Series:Water Science and Technology
Subjects:
Online Access:http://wst.iwaponline.com/content/83/11/2829
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author Wei Zhang
Juan Li
Huichao Sun
Wu Che
author_facet Wei Zhang
Juan Li
Huichao Sun
Wu Che
author_sort Wei Zhang
collection DOAJ
description First flush is a common phenomenon in urban runoff pollution. Typical cement roof and asphalt road runoff in Beijing, China were monitored for 2 years. Based on the M(v) curve, the suspended solids (SS), chemical oxygen demand (COD), total phosphorus (TP) and particulate phosphorus in cement roof runoff presented a stronger first flush than those in asphalt road runoff. The first flush volume (VFF) of SS, COD, total nitrogen (TN) and TP in asphalt road runoff differed slightly from the cement roof. There were also differences in the first flush assessment depending on which method was used. We proposed a new method based on the runoff depth versus pollutant cumulative mass curve. According to the national standards in China (VFF = 3 mm), various masses of different pollutants, such as 91.42 ± 9.80% (cement roof) and 78.49 ± 19.41% (asphalt road) of SS and 86.85 ± 13.54% (cement roof) and 72.80 ± 25.79% (asphalt road) of COD, can be effectively controlled, but our mass control efficiencies were 55.91%–66.65% when VFF = 1 mm. The new method proposed in this study provides an alternative approach for assessing runoff pollution control efficiency of different VFF. HIGHLIGHTS SS, COD, TP and PP exhibited a stronger first flush in cement roof runoff than in asphalt road runoff by M(v) method.; VFF of SS, COD, TN and TP in asphalt road runoff differed slightly from the cement roof.; Differences were found in the first flush assessment results between M(v) and VFF methods.; A new method based on the runoff depth versus pollutant cumulative mass curve was proposed.;
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spelling doaj.art-0607647d6c0d48dea9aecf09bda3dfe92022-12-21T19:44:07ZengIWA PublishingWater Science and Technology0273-12231996-97322021-06-0183112829284010.2166/wst.2021.157157Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, ChinaWei Zhang0Juan Li1Huichao Sun2Wu Che3 Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China First flush is a common phenomenon in urban runoff pollution. Typical cement roof and asphalt road runoff in Beijing, China were monitored for 2 years. Based on the M(v) curve, the suspended solids (SS), chemical oxygen demand (COD), total phosphorus (TP) and particulate phosphorus in cement roof runoff presented a stronger first flush than those in asphalt road runoff. The first flush volume (VFF) of SS, COD, total nitrogen (TN) and TP in asphalt road runoff differed slightly from the cement roof. There were also differences in the first flush assessment depending on which method was used. We proposed a new method based on the runoff depth versus pollutant cumulative mass curve. According to the national standards in China (VFF = 3 mm), various masses of different pollutants, such as 91.42 ± 9.80% (cement roof) and 78.49 ± 19.41% (asphalt road) of SS and 86.85 ± 13.54% (cement roof) and 72.80 ± 25.79% (asphalt road) of COD, can be effectively controlled, but our mass control efficiencies were 55.91%–66.65% when VFF = 1 mm. The new method proposed in this study provides an alternative approach for assessing runoff pollution control efficiency of different VFF. HIGHLIGHTS SS, COD, TP and PP exhibited a stronger first flush in cement roof runoff than in asphalt road runoff by M(v) method.; VFF of SS, COD, TN and TP in asphalt road runoff differed slightly from the cement roof.; Differences were found in the first flush assessment results between M(v) and VFF methods.; A new method based on the runoff depth versus pollutant cumulative mass curve was proposed.;http://wst.iwaponline.com/content/83/11/2829first flushroad runoffroof runoffrunoff pollutionstormwater management
spellingShingle Wei Zhang
Juan Li
Huichao Sun
Wu Che
Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
Water Science and Technology
first flush
road runoff
roof runoff
runoff pollution
stormwater management
title Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
title_full Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
title_fullStr Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
title_full_unstemmed Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
title_short Pollutant first flush identification and its implications for urban runoff pollution control: a roof and road runoff case study in Beijing, China
title_sort pollutant first flush identification and its implications for urban runoff pollution control a roof and road runoff case study in beijing china
topic first flush
road runoff
roof runoff
runoff pollution
stormwater management
url http://wst.iwaponline.com/content/83/11/2829
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AT huichaosun pollutantfirstflushidentificationanditsimplicationsforurbanrunoffpollutioncontrolaroofandroadrunoffcasestudyinbeijingchina
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