Abstract:Stormwaters from three highway sites were monitored over two wet seasons for organics, Chemical oxygen demand, oil and grease and polyaromatic hydrocarbons (PAHs) were measured. The sites exhibited a first flush in most cases for most parameters. The mass first flush ratio (the ratio of the normalized transported mass of pollutant to the normalized runoff volume) generally was above 1.8 for the first 25% of the runoff volume, and in some cases as high as 2.8. Dissolved PAHs were generally at or below detection… Show more
“…This notion of "first flush", presented by Sansalone's research group, has also been extensively applied internationally in stormwater management. Some researchers found this effect on highways (e.g., Gupta and Saul, 1996;Sansalone and Buchberger, 1997b;Lau et al, 2002;Ma et al, 2002), whereas others did not (Barrett et al, 1998). Li et al (2005) found that approximately 40% of road sediment particles were mobilized with the first 20% of water volume from runoff.…”
“…Retention ponds, including bioretention systems, and permeable pavements have also led to a reduction of stormwater runoff parameters such as total suspended solids (TSS) (e.g., Ahiablame et al, 2012 and the references therein), which would include road sediment pollution particles and thus help protect aquatic systems. This area has been well investigated (e.g., Gupta and Saul, 1996;Sansalone and Buchberger, 1997b;Lau et al, 2002;Ma et al, 2002), and Li et al (2006) recommended that capturing the first 20% of runoff, by volume, would potentially remove 40% of the total particulate load (from calculated particle mass). This would remove a majority of the metals investigated, and thus lead to reduced deposition in stormwater.…”
Section: Remediation Efforts For Road Sediment Pollutionmentioning
“…This notion of "first flush", presented by Sansalone's research group, has also been extensively applied internationally in stormwater management. Some researchers found this effect on highways (e.g., Gupta and Saul, 1996;Sansalone and Buchberger, 1997b;Lau et al, 2002;Ma et al, 2002), whereas others did not (Barrett et al, 1998). Li et al (2005) found that approximately 40% of road sediment particles were mobilized with the first 20% of water volume from runoff.…”
“…Retention ponds, including bioretention systems, and permeable pavements have also led to a reduction of stormwater runoff parameters such as total suspended solids (TSS) (e.g., Ahiablame et al, 2012 and the references therein), which would include road sediment pollution particles and thus help protect aquatic systems. This area has been well investigated (e.g., Gupta and Saul, 1996;Sansalone and Buchberger, 1997b;Lau et al, 2002;Ma et al, 2002), and Li et al (2006) recommended that capturing the first 20% of runoff, by volume, would potentially remove 40% of the total particulate load (from calculated particle mass). This would remove a majority of the metals investigated, and thus lead to reduced deposition in stormwater.…”
Section: Remediation Efforts For Road Sediment Pollutionmentioning
“…One of these was first flush (FF) characterization, carried out jointly by the Department of Civil and Environmental Engineering at the University of California, Davis (UCD) and Los Angeles (UCLA) campuses. The FF characterization study has been ongoing since 1998 and several aspects of FF characterization have been published in Ma et al (2002); Lau et al (2002); Kayhanian et al (2002).…”
The purpose of this study was to investigate pollutant mass loading from major highways in Southern California, with emphasis on interpretation of event mean concentrations and first flush effects. The results of monitoring eight sites during the 1999-2002 storm seasons found that metal contaminants had higher concentrations at the early stages of storm events compared with other stages of rain storms. A new washoff model was developed to predict the event mean concentrations of metal contaminants taking first flush effect into account. Model variable parameters included average daily traffic, antecedent dry period, rain intensity, total runoff volume, and runoff coefficient. The results obtained using the washoff model were compared with measured values and found to fit well for heavy metals with R2 ranging from 0.8 to 0.95.
“…Major issues examined include water quality and litter characteristics, correlations among contaminants, mass emission rates, a meaningful definition of the first flush phenomenon, first flush of organics, pollutant buildup and wash-off models, sampling strategies, particle size distribution, and toxicity. Some aspects of these research topics have been presented at national conferences and others have been submitted to or are published in peer-reviewed journals (7,10,(15)(16)(17)(18)(19)(20). The focus of this study is to perform various treatment simulations to demonstrate the benefits associated with treating the largest possible fraction of early runoff.…”
“First flush” is a term for the initial period of stormwater discharge from a storm event. Conventional thinking is that the first flush exhibits high pollutant concentrations. The existence of a first flush in highway runoff has been documented through a comprehensive 4-year runoff monitoring from three highway sites in Los Angeles, California. As part of this study, a numeric definition of the mass first flush ratio is developed; it characterizes the normalized mass of pollutants in the first portion of the normalized runoff volume. Mass first flush ratios have been developed for more than 30 conventional water quality parameters, heavy metals, nutrients, and organic pollutants. This study explores the improved performance that some best management practices (BMPs) exhibit when they can take advantage of the high concentrations of pollutants at the beginning of a storm event. A range of hypothetical events corresponding to the observed mass first flush ratios were simulated. These simulations demonstrate that improved mass removal rates are possible when BMPs can be managed to treat a greater volume of the early runoff. For example, it was shown that for pollutants such as total suspended solids, chemical oxygen demand, total organic carbon/compounds, and oil and grease, infiltration basins that can capture the first 20% of the storm volume and bypass the remaining volume can be twice as effective as a practice that treats 20% of the storm volume throughout the entire period of runoff. Similarly, when a seasonal first flush exists, treating the first few storms of the season entirely is more effective than treating a constant volume throughout the season.
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