The sources, impact and management of car park runoff pollution: a review

Traffic emissions contribute significantly to the build-up of diffuse pollution loads on urban surfaces with their subsequent mobilisation and direct discharge posing problems for receiving water quality. This review focuses on the impact and mitigation of solids, metals, nutrients and organic pollutants in the runoff deriving from car parks. Variabilities in the discharged pollutant levels and in the potentials for pollutant mitigation complicate an impact assessment of car park runoff. The different available stormwater best management practices and proprietary devices are reported to be capable of reductions of between 20% and almost 100% for both suspended solids and a range of metals. This review contributes to prioritising the treatment options which can achieve the appropriate pollutant reductions whilst conforming to the site requirements of a typical car park. By applying different treatment scenarios to the runoff from a hypothetical car park, it is shown that optimal performance, in terms of ecological benefits for the receiving water, can be achieved using a treatment train incorporating permeable paving and bioretention systems. The review identifies existing research gaps and emphasises the pertinent management practices as well as design issues which are relevant to the mitigation of car park pollution

Exfiltration from sewers - is it a serious problem?

This paper contends that estimates of exfiltration leakage from sewers, and the problems arising from it may be too high due to an underestimation of the “self-repairing” action of sewage and sewage sediments in raw sewage. Two aspects of a continuing programme of research are reported;(i) the measurement of exfiltration rates from a range of defects in a sewer pipe with pipe bedding effects simulated by a dry gravel trench surround to the pipe, and (ii) an assessment of the persistence of pathogens in the gravel and soil beneath the test rig pipe, using coliforms as a biological indicator. The results show that the introduction of a gravel surround resulted in more rapid and effective sealing across the entire range of defects tested compared to previously performed experiments with the defects discharging to air. Complete sealing eventually occurred on every run for a 10 mm x 10 mm defect situated at the invert of the sewer and the lowest recorded levels in each experiment for a 10 mm wide radial defect were of the order 10-3 to 10-4 ls-1. These results have been scaled-up to estimate leakage rates in lengths of sewers and sub-catchments and levels significantly lower than previously estimated are indicated. Additionally, the pilot experiment to investigate the fate of biological contaminants in the exfiltrate suggests rapid reduction in microorganisms levels beneath the sewer pipe

Assessing the impact of Swales on receiving water quality

Swales are one type of sustainable drainage system (SuDS) which contribute to the management of water quality in receiving waterbodies. Using a semi-quantitative approach, an impact assessment procedure is applied to the residual water quality that is carried forward to surface waters and groundwaters following treatment within a swale. Both volumetric and pollutant distributions are considered as stormwater passes through the swale system. The pollutant pathways followed by TSS, nitrate, chloride, metals (Cd, Cu, Pb, Zn) and polyaromatic hydrocarbons (PAHs) are determined for a swale receiving highway runoff. For TSS, metals and PAHs between 20% and 29% of the total mean influent pollutant load is predicted to be directed to infiltration through the underlying soils compared to between 4% and 16% of chloride and nitrate. Although surface water impacts are deemed possible, the discharges of swales to groundwaters are assessed to represent a negligible impact for effectively maintained systems

Soil mobility of surface applied polyaromatic hydrocarbons in response to simulated rainfall

Polyaromatic hydrocarbons (PAHs) are emitted from a variety of sources and can accumulate on and within surface soil layers. To investigate the level of potential risk posed by surface contaminated soils, vertical soil column experiments were conducted to assess the mobility, when leached with simulated rainwater, of six selected PAHs (naphthalene, phenanthrene, fluoranthene, pyrene, benzo(e)pyrene and benzo(ghi)perylene) with contrasting hydrophobic characteristics and molecular weights/sizes. The only PAH found in the leachate within the experimental period of 26 days was naphthalene. The lack of migration of the other applied PAHs were consistent with their low mobilities within the soil columns which generally parallelled their log Koc values. Thus only 2.3% of fluoranthene, 1.8% of pyrene, 0.2% of benzo(e)pyrene and 0.4% of benzo(ghi)perylene were translocated below the surface layer. The PAH distributions in the soil columns followed decreasing power relationships with 90% reductions in the starting levels being shown to occur within a maximum average depth of 0.94 cm compared to an average starting depth of 0.5 cm. A simple predictive model identifies the extensive time periods, in excess of 10 years, required to mobilise 50% of the benzo(e)pyrene and benzo(ghi)perylene from the surface soil layer. Although this reduces to between 2 and 7 years for fluoranthene and pyrene, it is concluded that the possibility of surface applied PAHs reaching and contaminating a groundwater aquifer is unlikely

An impact assessment for urban stormwater use

The adoption of stormwater collection and use for a range of non-potable applications requires that the perceived risks, particularly those associated with public health, are addressed. Pollutant impacts have been assessed using E. coli and a scoring system on a scale of 0 to 5 to identify the magnitude of impacts and also the likelihood of exposure to stormwater during different applications. Combining these identifies that low or medium risks are generally predicted except for domestic car washing and occupational irrigation of edible raw food crops where the predicted high risk would necessitate the introduction of remedial action

Ecotourism on Lancelin Island, Western Australia

Concern for the conservation of flora and fauna in natural areas and the potential impacts of human activity, recreation and tourism has become a high priority. Combining appropriate ecotourism activity with conservation guidelines is the main focus of this concern. These issues are of great importance to the crayfishing community of Lancelin, who are concerned about the future of their small offshore island (Lancelin Island). The purpose of this study was to investigate patterns of recreational usage on Lancelin Island and assess the acceptance of a newly constructed hardwood boardwalk and viewing platform designed to minimise the disruption of flora and fauna caused by visitors. The study would also determine whether an additional walkway would be appropriate. Research using the survey interview method was conducted over four separate visits to the island. Results showed that Lancelin Island is a popular ecotourism and recreational destination for local residents and their visiting families and friends. Respondents viewed the island as a place for recreation and also as a place for the protection of flora and fauna. Although the existing walkway is popular, current visitor numbers indicate that there is no immediate need for this structure to be extended

Desorption kinetics of ammonium and methylamines from estuarine sediments: consequences for the cycling of nitrogen

Concentrations of dissolved and particulate NH4+ and mono-, di- and trimethylamines (MAs) were determined in surface sediments and pore-waters collected from the Thames Estuary, United Kingdom, during July and November 2001. Dissolved NH4+ was an order of magnitude more abundant than the MAs in the pore-waters, whereas in the solid phase each MA was more abundant than NH4+. Sediments were also used in controlled, time-dependent, desorption experiments, using indigenous, filtered seawater. Desorption of NH4+ was more rapid than the MAs and the kinetics were interpreted using a reversible first-order mechanism. The mean response times (i.e. time taken to achieve 63% of the new equilibrium) of NH4+ and MAs were about 15 and 25 min, respectively. Increases in the concentrations of dissolved NH4+ and dissolved MAs, in the Thames Estuary over a tidal cycle, were coincident with the remobilisation of seabed sediments. Model calculations showed that desorption of NH4+ from the remobilised sediments accounted for approximately 50% of increase, whereas for MAs it was > 90%. The results are proposed as a predictor for the sorption behaviour of other organic nitrogen compounds, such as basic amino acids, and emphasise the importance of sediment resuspension as a mechanism for the release of ON to the water column