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dc.contributor.authorKemp, David Johnen
dc.date.issued2002en
dc.identifier.urihttp://hdl.handle.net/2440/61971-
dc.description.abstractMost mathematical models used in Australia to simulate runoff events from catchments were developed in the 1960s and 1970s. Models in use include the ILSAX model for urban catchments, and runoff routing models such as RORB, RAFTS and WBNM for both urban and rural catchments. This thesis describes a new model (the Rainfall Runoff Routing or RRR model) developed to overcome the limitations of internal consistency and the single runoff process. The application of the new model is verified on a range of catchments in South Australia, New South Wales and the Northern Territory, and the model is applied successfully to two catchments having mixed urban and rural use.en
dc.subjecturban runoff; storm water retention basins Australia Design and construction; water resources developmenten
dc.titleThe development of a rainfall-runoff-routing (RRR) model.en
dc.typeThesisen
dc.contributor.schoolDept. of Civil and Environmental Engineering.en
dc.provenanceCopyright material removed from digital thesis. See print copy in University of Adelaide Library for full text. This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exceptions. If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legalsen
dc.description.dissertationThesis (Ph.D.) -- University of Adelaide, Dept. of Civil and Environmental Engineering, 2002en
Appears in Collections:Research Theses

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