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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

Postal Subscription Code 80-973

2018 Impact Factor: 3.883

Front Envir Sci Eng    0, Vol. Issue () : 631-637    https://doi.org/10.1007/s11783-012-0420-0
RESEARCH ARTICLE
Treatability aspects of urban stormwater stressors
Anthony N. TAFURI(), Richard FIELD
National Risk Management Research Laboratory, Water Supply and Water Resources Division, Urban Watershed Management Branch, U.S. Environmental Protection Agency, Edison, NJ 08837-3679, USA
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Abstract

Pollution from diffuse sources (pollution from contaminants picked up and carried into surface waters by stormwater runoff) has been identified as a significant source of water quality problems in the U.S. scientists and engineers continue to seek solutions that will allow them to optimize existing technologies and develop new ones that will provide the best possible protection to people, wildlife, and the environment. This paper addresses the various pollutants or stressors in urban stormwater, including flow (shear force), pathogens, suspended solids/sediment, toxicants (organic and metals), nutrients, oxygen demanding substances, and coarse solids. A broad overview of the pollutants removed and the removal mechanisms by and of conventional best management practices (BMPs) is also presented. The principal treatment mechanisms of conventional wet ponds, vegetative swales/buffer strips, and wetlands are sedimentation and filtration. These mechanisms have the capability to remove significant amounts of suspended solids or particulate matter and are a vital component of strategies to reduce pollutant loads to receiving waters. In addition, because most of the nation’s receiving water violations are caused by pathogen indicator bacteria, it is of utmost importance that research efforts address this problem. Further research is also needed on the treatment of emerging contaminants in BMPs and on the costs and affects of maintenance and maintenance schedules on the long-term performance of BMPs.

Keywords stormwater      wet weather flow      urban runoff     
Corresponding Author(s): TAFURI Anthony N.,Email:tafuri.anthony@epa.gov   
Issue Date: 01 October 2012
 Cite this article:   
Richard FIELD,Anthony N. TAFURI. Treatability aspects of urban stormwater stressors[J]. Front Envir Sci Eng, 0, (): 631-637.
 URL:  
https://academic.hep.com.cn/fese/EN/10.1007/s11783-012-0420-0
https://academic.hep.com.cn/fese/EN/Y0/V/I/631
stressoreffects
total suspended solids (TSS)carries other stressors; fills habitat; blocks light; erosion/sedimentation; fish gill irritant
bio-chemical and chemical oxygen demand (BOD/COD)dissolved oxygen (DO) depletion
flowchannel instability; ecological
toxic substances (metals/organics)ecological/health impacts
nutrients; phosphorous (P) and nitrogen (N)eutrophication
pathogenshealth risk
temperatureecological
coarse solids/floatablesaesthetic
Tab.1  Anthropogenic induced stressors []
cityaverage pollutant concentrations/(mg·L-1)
TSSBOD5TKNTNPOPO4-PPbFCa)
Atlanta, GA28790.570.890.33-0.156300
Des Moines, IO419562.0990.560.15--
Durham, NC1223-0.96-0.82-0.46230
Knoxville, TN44071.93.50.630.300.1720300
Oklahoma City, OK147222.083.221.001.000.2440000
Tulsa, OK367120.84--0.38-420
Santa Clara, CA28420-5.80.23-0.75-
Pullach, Germany15811------
averageb)415201.413.110.620.460.3513500
range147-12237-560.57-2.090.82-5.80.33-1.000.15-1.000.15-0.75230-40000
Tab.2  Variations in urban stormwater pollutant concentrations []
constituentEMCa)/medianb)
TSS/(mg·L-1)78.4/58
BOD5/(mg·L-1)14.1/8.6
COD/(mg·L-1)52.8/53
TP/(mg·L-1)0.315/0.27
soluble phosphorous (SP)/(mg·L-1)0.129/0.13
TKN/(mg·L-1)1.73/1.4
nitrite & nitrate/(mg·L-1)0.66/0.6
copper/(μg·L-1)13.5/16
lead/(μg·L-1)67.5c)/17d)
zinc/(μg·L-1)162/117
Tab.3  National stormwater pollutant concentrations []
geometric mean/(#·(100 mL)-1)rooftop runoffpark runoffparking lotgutter flow
fecal coliforms85560029003500
fecal streptococcus170165001190022600
Tab.4  Urban stormwater characteristics: bacteria indicators []
treatment BMP type and process mechanisms
stressorspondwetlandinfiltrationbiofiltera)sand filter
TSSsettlingsorptionsettlingfiltration/ sorptionsorptionfiltrationsettlingfiltration
oil & greasesorptionsettlingsorptionsettlingfiltration/ sorptionsorptionsettlingsorption
BOD5settlingbio-degradationsettlingbio-degradationfiltration/bio-degradationbio-degradationbio-degradation
pathogenssettlingUV(sunlight)UV (sunlight)filtrationfiltrationsettlingfiltration
heavy metalssorptionsettlingsorptionsettling phyto-remediationsorptionfiltrationsorptionfiltrationsettlingphyto-remediationsorptionfiltration
toxic organicssorptionbio-degradationsettlingphyto-volatizationsorptionbio-degradationsettlingphyto-volatizationadsorptionfiltrationsorptionfiltrationsettlingphyto-remediationsorptionfiltration
nutrientsbio-assimilationbio-assimilationphyto-remediationsorptionsorptionbio-assimilationphyto-remediationsorption
Tab.5  Removal processes occurring in treatment BMPs
toxicantsmax. (μg·L-1)significant sources
benzo (a) anthracene60gasoline, wood preservative
benzo (b) fluoranthene226gasoline, motor oil
benzo (k) fluoranthene221gasoline, bitumen, oil
benzo (a) pyrene300asphalt, gasoline, oil
fluoranthene128oil, gasoline, wood preservative
naphthalene296coal tar, gasoline, insecticide
phenanthrene69oil, gasoline, coal tar
phrene102oil, gasoline, bitumen, coal tar, wood preservative
chlordane2.2insecticide
butyl benyl phthalate128plasticizer
bis (2-chloroethyl) ether204fumigant, solvents, insecticide, paint, lacquer, varnish
bis (2-chloroisopropyl)ether217pesticide
1,3-dichlorobenzene120pesticide
Tab.6  Toxicants: organics (detected>10%<25%) []
constituentfilterable fraction/%
cadmium20-50
chromium&lt;10
copper&lt;20
ironsmall
lead&lt;20
nickelsmall
zinc&gt;50
benzo (a) anthracenenone
fluoranthene65
naphthalene25
phenanthrenenone
pyrene95
chlordanenone
butyl benzyl phthalateirregular
bis (20 chlorethyl) etherirregular
bis (20chlorisopropyl)ethernone
1,3-dichlorobenzene75
Tab.7  Toxicants: filterable (dissolved solids) fractions []
Fig.1  Toxicity reduction from sieve treatment of sample from industrial loading and parking areas []
Fig.2  Toxicity reduction from settling treatment of samples from industrial loading and parking areas []
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