4.7 Article

Characterization of wash-off from urban impervious surfaces and SuDS design criteria for source control under semi-arid conditions

Journal

SCIENCE OF THE TOTAL ENVIRONMENT
Volume 612, Issue -, Pages 1320-1328

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.scitotenv.2017.09.011

Keywords

Wash-off; Wash-off modelling; Urban impervious surfaces; SuDS design criteria; Semi-arid conditions

Funding

  1. SUPRIS-SUReS project (UE) - Spanish Ministry of Economy and Competitiveness [BIA2015-65240-C2-1-R MINECO/ERDF]
  2. SUPRIS-SUPeI project (UE) - Spanish Ministry of Economy and Competitiveness [BIA2015-65240-C2-2-R MINECO/ERDF]
  3. European Regional Development Fund (ERDF)
  4. IMBORNAL [SP20120732]
  5. Universitat Politecnica de Valencia

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Knowledge about pollutant wash-off from urban impervious surfaces is a key feature for developing effective management strategies. Accordingly, further information is required about urban areas under semi-arid climate conditions at the sub-catchment scale. This is important for designing source control systems for pollution. In this study, a characterization of pollutant wash-off has been performed over sixteen months, at the sub-catchment scale for urban roads as impervious surfaces. The study was conducted in Valencia, Spain, a city with a Mediterranean climate. The results show high event mean concentrations for suspended solids (98 mg/l), organic matter (142 mgCOD/l, 25 mg BOD5/l), nutrients (3.7mgTN/l, 0.4 mg TP/l), and metals (0.23, 0.32, 0.62 and 0.17 mg/l for Cu, Ni, Pb, and Zn, respectively). The results of the runoff characterization highlight the need to control this pollution at its source, separately from wastewater because of their different characteristics. The wash-off, defined in terms of mobilized mass (g/m(2)) fits well with both process-based and statistical models, with the runoff volume and rainfall depth being the main explanatory variables. Based on these results and using information collected from hydrographs and pollutographs, an approach for sizing sustainable urban drainage systems (SuDS), focusing on water quality and quantity variables, has been proposed. By setting a concentration-based target (TSS discharged to receiving waters < 35 mg/l), the results indicate that for a SuDS type detention basin (DB), an off-line configuration performs better than an on-line configuration. The resulting design criterion, expressed as SuDS volume per unit catchment area, assuming a DB type SuDS, varies between 7 and 10 l/m(2). (C) 2017 Elsevier B.V. All rights reserved.

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