Causes of toxicity to Hyalella azteca in a stormwater management facility receiving highway runoff and snowmelt. Part II: Salts, nutrients, and water quality

2012 ◽  
Vol 414 ◽  
pp. 238-247 ◽  
Author(s):  
A.J. Bartlett ◽  
Q. Rochfort ◽  
L.R. Brown ◽  
J. Marsalek
2010 ◽  
Vol 45 (4) ◽  
pp. 391-402 ◽  
Author(s):  
Karen Finney ◽  
Bahram Gharabaghi ◽  
Ed McBean ◽  
Ramesh Rudra ◽  
Glenn MacMillan

Abstract Stormwater runoff containing pollutants deposited on highways from vehicular traffic and urban activities has been identified as a serious threat to aquatic habitats. Although many urban stormwater management technologies serve to reduce the concentrations of pollutants from being transported to larger bodies of water, these stormwater management installations do not always meet the provincial water quality guidelines. In summer 2007, a compost biofilter was installed in a ditch near Highway 8 in Kitchener, Ontario and monitored for 18 storm events spanned over two years for both flow rate and water quality. The main objectives of the study were to determine highway runoff quality and biofilter pollutant removal efficiency. This study shows that the key factors that affect the build-up of the pollutants on a highway are the average annual daily traffic (AADT) and the antecedent dry days (ADD), and the main factors that affect the wash-off of pollutants, include total rainfall depth and rainfall intensity. Before filtration, highway runoff contaminant levels often exceeded the Ontario Provincial Water Quality Objectives (PWQO). However, the biofilter reduced the total suspended solids, zinc, copper and polycyclic aromatic hydrocarbons by 42, 32, 29, and 66%.


1999 ◽  
Vol 39 (2) ◽  
pp. 201-208 ◽  
Author(s):  
C. Dierkes ◽  
W. F. Geiger

Runoff from highways contains significant loads of heavy metals and hydrocarbons. According to German regulations, it should be infiltrated over embankments to support groundwater-recharge. To investigate the decontaminating effect of greened embankments, soil-monoliths from highways with high traffic densities were taken. Soils were analyzed to characterize the contamination in relation to distance and depth for lead, zinc, copper, cadmium, PAH and MOTH. Lysimeters were charged in the field and laboratory with highway runoff to study the effluents under defined conditions. Concentrations of pollutants in roadside soils depend on the age of embankments and traffic density. Highest concentrations were found in the upper 5 cm of the soil and within a distance of up to two metres from the street. Concentrations of most pollutants decreased rapidly with depth and distance. Lead and cadmium could not be detected in lysimeter effluent. Zinc and copper were found in concentrations that did not exceed drinking water quality limits.


2016 ◽  
Vol 19 (4) ◽  
pp. 1645-1663 ◽  
Author(s):  
Aisha S. Chiandet ◽  
Marguerite A. Xenopoulos

2007 ◽  
Vol 2 (1) ◽  
pp. 37-52 ◽  
Author(s):  
Andrea Bradford ◽  
Chris Denich

Traditional stormwater management approaches that rely on rapid conveyance and end-of-pipe detention have not adequately mitigated the effects of urbanization on water resources and the aquatic and human communities that rely upon them. Low-impact development techniques that can support a shift to management of the post-development hydrologic cycle and runoff volumes offer better opportunities to prevent stream erosion and protect groundwater recharge, characteristics of the flow regime and water quality. The application and design of four techniques—porous pavement, bioretention cells, green roofs and rainwater harvesting— in the management of the post-development water balance are presented.


Author(s):  
Houng Li

Stormwater management ponds are common best management practice (BMP) and green infrastructure (GI) for flood attenuation and water quality treatment in highway projects. Originally designed to provide storage volume for flood detention, stormwater ponds today often employ additional retention volume at pond bottom in a hope to improve water quality via sedimentation and other pollutant-removal mechanisms. It is commonly assumed that sediment accumulation and topographic variations (such as erosion, channelization, and in-pond plant growth and decay) over time often decrease the capacity of stormwater ponds. However, differences between design capacities and field capacities over time have never been verified and quantitatively analyzed before. This study presents such analysis using conventional topographic survey techniques and remote sensing data (topographic light detection and ranging digital elevation model [LIDAR DEM]) for 10 highway stormwater ponds along Interstate Highway-95 (I-95) systems in Baltimore City, Cecil County, and Harford County, Maryland, United States, with facility service life ranging from 14 to 26 years (1990–2015). Data derived from LIDAR DEM were compared with those from topographic survey; the LIDAR DEM data appear to be effective in measuring flood detention capacities and identifying silted ponds, but not in estimating the remaining retention volume for water quality treatment. Data from topographic survey indicate that the total volume in the ponds was relatively unchanged compared with the design, with increases in some instances. The increase typically occurred at the pond’s upper stages. Nonetheless, the water quality treatment capacity at pond bottom (wet pool volume) was drastically less (up to 100% of the design). As current maintenance practice of stormwater ponds relies heavily on visual inspection, the storage volume variations are often overlooked. As such, the findings prompt uncertainty on the long-term effectiveness of watershed implementation plan and models in the Chesapeake Bay watersheds, as many of them depend on wet pool volume design in BMP and GI.


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