Prediction of stormwater particle loads from impervious urban surfaces based on a rainfall detachment index

Paper

Brodie, I. M.. 2006. "Prediction of stormwater particle loads from impervious urban surfaces based on a rainfall detachment index." Deletic, Ana and Fletcher, Tim (ed.) 7th International Conference on Urban Drainage Modelling & 4th International Conference on Water Sensitive Urban Design. Melbourne, Australia 02 - 07 Apr 2006 Melbourne, Australia.
Paper/Presentation Title

Prediction of stormwater particle loads from impervious urban surfaces based on a rainfall detachment index

Presentation TypePaper
Authors
AuthorBrodie, I. M.
EditorsDeletic, Ana and Fletcher, Tim
Journal or Proceedings TitleProceedings of the 7th International Conference on Urban Drainage Modelling and the 4th International Conference on Water Sensitive Urban Design
Journal Citation1, pp. 27-34
Number of Pages8
Year2006
Place of PublicationMelbourne, Australia
ISBN0646459031
Web Address (URL) of Paperhttp://iswl.eng.monash.edu.au
Conference/Event7th International Conference on Urban Drainage Modelling & 4th International Conference on Water Sensitive Urban Design
Event Details
7th International Conference on Urban Drainage Modelling & 4th International Conference on Water Sensitive Urban Design
Parent
International Conference on Urban Drainage Modelling and International Conference on Water Sensitive Urban Design
Delivery
In person
Event Date
02 to end of 07 Apr 2006
Event Location
Melbourne, Australia
Abstract

This paper makes use of Non-Coarse Particle (NCP) data collected from three different impervious surfaces in Toowoomba, Australia. NCP is defined as suspended solids less than 500μm in size. NCP loads (in mg/m2) were derived for 24 storms from a galvanized iron roof, a concrete carpark and a bitumen road pavement. A scatter plot analysis was used to identify potential correlations between
NCP loads and basic rainfall parameters such as rainfall depth and intensity. An exponential-type trend, consistent with many washoff models, was evident between load and average rainfall intensity for all surfaces. However, load data for some storms did not fit this general trend. Various indices, comprising different combinations of basic rainfall parameters, were evaluated as an alternative to
rainfall intensity. A composite index, referred to as the Rainfall Detachment Index, was found to be better than average rainfall intensity in explaining a relationship between NCP load and storm rainfall characteristics. The selected rainfall index utilizes 6-minute rainfall intensities and is a variant of the well known Rainfall Erosivity Index (EI30) used for soil erosion estimation.

Keywordsurban runoff; stormwater loads; particle washoff; stormwater monitoring
ANZSRC Field of Research 2020370704. Surface water hydrology
400499. Chemical engineering not elsewhere classified
400513. Water resources engineering
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Byline AffiliationsAustralian Centre for Sustainable Catchments
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