“…The minimum, maximum, mean concentrations and standard deviations of the pollutants in nine raining events are shown in Table 2 Comparing the runoff quality between Chongqing, Macau, (Huang et al 2007), and Guangzhou in China (Gan et al 2008), Genoa, Italy (Gnecco et al 2005), and Los Angeles, California (Han et al 2006) and California in the USA (Kayhanian et al 2007) (Table 3), the mean EMCs of TSS, TP, TN, and COD concentrations in urban road runoff in Chongqing were significantly higher than in Macau and Genoa. Compared with the highway sites, the mean EMC of TSS concentrations in Chongqing was significantly higher than the other urban sites.…”
Section: Runoff Water Quality and Pollutant Loadmentioning
confidence: 99%
“…Kayhanian et al (2007) and Gan et al (2008) found that the event mean concentration (EMC) values of pollutants have a significant negative correlation with the rainfall volume. Some studies have found a positive correlation between the load or concentration of certain pollutants and rainfall intensity (Crabtree et al 2008), while others show negative relationships (Crabtree et al 2006;Kim et al 2005).…”
This study investigates the quality of stormwater runoff from a driveway in the southwest mountainous urban area of Chongqing, China, from 2010 to 2011. The results showed that the mean concentrations of chemical oxygen demand (COD), total nitrogen (TN), and total phosphorus (TP) were 4.1, 2.4, and 2.2 times the grade V levels of the national surface water standard of China. The pollutant concentration peak preceded or synchronized with the rainfall intensity peak and occurred 10 min after the runoff started. The significant high pollutant concentration in the initial stage of the rainfall suggested that first flush control is necessary, especially for the most polluted constitutes, such as total suspended solids, COD, and TN. Three potential pollution sources were identified: the atmospheric dry and wet deposition (TN, NO 3 − -N, NH 4 + -N, and DCu), the road sediment and materials (total suspended solids, COD, and TP), and the vehicle emissions (DPb and DZn). Therefore, this study indicates that reductions in road sediments and material pollution and dry and wet deposition should be the priority factors for pollution control of road stormwater runoff in mountainous urban areas.
“…The minimum, maximum, mean concentrations and standard deviations of the pollutants in nine raining events are shown in Table 2 Comparing the runoff quality between Chongqing, Macau, (Huang et al 2007), and Guangzhou in China (Gan et al 2008), Genoa, Italy (Gnecco et al 2005), and Los Angeles, California (Han et al 2006) and California in the USA (Kayhanian et al 2007) (Table 3), the mean EMCs of TSS, TP, TN, and COD concentrations in urban road runoff in Chongqing were significantly higher than in Macau and Genoa. Compared with the highway sites, the mean EMC of TSS concentrations in Chongqing was significantly higher than the other urban sites.…”
Section: Runoff Water Quality and Pollutant Loadmentioning
confidence: 99%
“…Kayhanian et al (2007) and Gan et al (2008) found that the event mean concentration (EMC) values of pollutants have a significant negative correlation with the rainfall volume. Some studies have found a positive correlation between the load or concentration of certain pollutants and rainfall intensity (Crabtree et al 2008), while others show negative relationships (Crabtree et al 2006;Kim et al 2005).…”
This study investigates the quality of stormwater runoff from a driveway in the southwest mountainous urban area of Chongqing, China, from 2010 to 2011. The results showed that the mean concentrations of chemical oxygen demand (COD), total nitrogen (TN), and total phosphorus (TP) were 4.1, 2.4, and 2.2 times the grade V levels of the national surface water standard of China. The pollutant concentration peak preceded or synchronized with the rainfall intensity peak and occurred 10 min after the runoff started. The significant high pollutant concentration in the initial stage of the rainfall suggested that first flush control is necessary, especially for the most polluted constitutes, such as total suspended solids, COD, and TN. Three potential pollution sources were identified: the atmospheric dry and wet deposition (TN, NO 3 − -N, NH 4 + -N, and DCu), the road sediment and materials (total suspended solids, COD, and TP), and the vehicle emissions (DPb and DZn). Therefore, this study indicates that reductions in road sediments and material pollution and dry and wet deposition should be the priority factors for pollution control of road stormwater runoff in mountainous urban areas.
“…It is common to characterize the quality of road runoff through its average local concentration, which is the average or the median of the average concentrations of monitored events [3,11]. When the number of events monitored is relatively low, the calculation of the average local concentration is more indicated by the average of the average concentrations of events, or simply by analysing the latter parameter, as seen in Barbosa [3].…”
Section: Resultsmentioning
confidence: 99%
“…This procedure allows identifying the first flux, which usually occurs in the first minutes and contains the higher pollutant load [3,10]. Albuquerque et al [9] has found higher pollutant loads in high intensity rainfalls associated to previous low periods of dry weather conditions, which that somehow contradicts the results and conclusions of Kayhanian et al [11] and Polkowska et al [10].…”
Section: Introductionmentioning
confidence: 99%
“…The results of monitoring performed by Barbosa [3], Antunes and Barbosa [12], Crabtree et al [8], Kayhanian et al [11] and Polkowska et al [10] present different concentrations for organic materials, nitrogen, phosphorus and heavy metals (Cd, Cu, Cr, Fe, Ni, Pb and Zn). The determinations were made in the drainage basin, drainage ditches, junction boxes and at inlet of treatment systems.…”
Road runoff produced during rainfalls has significant pollutant load, which can cause important environmental impacts on waste and soil. The efficiency of a detention basin for removing heavy metals (Cr, Cu and Zn) in road runoff was evaluated for 8 rainfalls over one year with different intensities (between 16 mm and 103 mm) and durations (higher than 3 hours). The basin showed good performance for removing all metals for precipitation intensities between 16 mm and 103 mm and rainfall durations up to 3 hours. The volume of the basin is suitable for retaining all the road runoff coming from rainfalls with intensities lower than 29.4 mm and duration longer than 6 hours. This type of monitoring should be introduced in Environmental Monitoring Plans of roads because it allows evaluating the effectiveness of treatment systems and preventing the possible impacts of discharges into the environment.
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