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Commonality of rainfall variables influencing suspended solids concentrations in storm runoff from three different urban impervious surfaces
Journal article   Open access   Peer reviewed

Commonality of rainfall variables influencing suspended solids concentrations in storm runoff from three different urban impervious surfaces

I M Brodie and Peter K Dunn
Journal of Hydrology, Vol.387(3-4), pp.202-211
2010
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PDF - Author's Accepted Version250.29 kBDownloadView
Accepted VersionPDF - Author Accepted VersionCC BY-NC-ND V4.0 Open Access
url
https://doi.org/10.1016/j.jhydrol.2010.04.008View
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Abstract

stormwater urban runoff suspended solids regression analysis low impact development
Finding a common set of rainfall variables to explain the concentration of suspended solids in runoff from typical urban impervious surfaces has many applications in stormwater planning. This paper describes a statistical process to identify key explanatory variables to Non-Coarse Particle (suspended solids<500 μm size) event mean concentrations measured from road, carpark and roof surfaces located in Toowoomba, Australia. The dominant variables for all surfaces were rainfall depth and peak 6-minute rainfall intensity. Storm duration, defined as the time period when rainfall intensity exceeds 0.25 mm/hr and antecedent storm rainfall were also important predictors, but was less dominant. The regression model fitted to non-coarse particle concentration across all surfaces was proportional to rainfall depth raised to a negative power and peak 6-minute rainfall intensity raised to a positive power; the proportionality constant varies by surface type. The form of this common model has a physical basis and is analogous to the Modified Universal Soil Loss equation widely used for soil loss estimation for non-urban areas.

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