Data

Water Sensitive Urban Design Impediments and Potential Contributions to the SA Urban Water Blueprint collection

University of South Australia
Mr David Pezzaniti (Principal investigator)
Viewed: [[ro.stat.viewed]] Cited: [[ro.stat.cited]] Accessed: [[ro.stat.accessed]]
ctx_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rfr_id=info%3Asid%2FANDS&rft_id=https://data.unisa.edu.au/dap/Collection.aspx?CollectionID=46045 UniSA Research Data Access Portal&rft.title=Water Sensitive Urban Design Impediments and Potential Contributions to the SA Urban Water Blueprint collection&rft.identifier=http://research.unisa.edu.au/collection/46045&rft.publisher=University of South Australia&rft.description=Water conservation, water quality improvement, flood control and a healthy living environment are just some of the benefits that can be delivered by Water Sensitive Urban Design (WSUD). Despite these benefits, WSUD has not been widely adopted in South Australia. This project aimed to find out why South Australia has not experienced mainstream uptake of WSUD before addressing those barriers and identifying opportunities to encourage the implementation of sustainable urban design which is tailored to the state's specific needs and conditions. This collection includes the calibrated models produced by Task 3 of the project. These models were for the Frederick Street catchment (also known as Drain 18), located in Glengowrie, South Australia and the Paddocks catchment, located in Para Hills, South Australia. The models were developed in PCSWMM Version 5, available from CHI Software. However, the model is fully compatible with the USEPA Stormwater Management Model (SWMM) Version 5. Further information on the intent, assumptions and background data for the model is provided in the research report for the project. Please refer to related publication. This study was supported by The Goyder Institute for Water Research.&rft.creator=Mr David Pezzaniti&rft.date=2023&rft.relation=https://doi.org/10.3390/w8070272&rft.relation=http://researchoutputs.unisa.edu.au/11541.2/111251&rft.coverage=138.521541,-34.978068 138.57407,-34.978068 138.57407,-34.992132 138.521541,-34.992132&rft.coverage=138.620418,-34.819397 138.620418,-34.803048 138.678783,-34.803048 138.678783,-34.819397&rft_rights=Licensing conditions for the datasets related to this collection are contained within each dataset.&rft_subject=Water Recycling Services (incl. Sewage and Greywater)&rft_subject=COMMERCIAL SERVICES AND TOURISM&rft_subject=WATER AND WASTE SERVICES&rft_subject=Water Resources Engineering&rft_subject=ENGINEERING&rft_subject=CIVIL ENGINEERING&rft_subject=Flood control&rft_subject=Storm water management&rft_subject=Urban design&rft_subject=Water conservation&rft_subject=Water quality improvement&rft_subject=Water Quality&rft.type=dataset&rft.language=English Access the data

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Licensing conditions for the datasets related to this collection are contained within each dataset.

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Full description

Water conservation, water quality improvement, flood control and a healthy living environment are just some of the benefits that can be delivered by Water Sensitive Urban Design (WSUD). Despite these benefits, WSUD has not been widely adopted in South Australia. This project aimed to find out why South Australia has not experienced mainstream uptake of WSUD before addressing those barriers and identifying opportunities to encourage the implementation of sustainable urban design which is tailored to the state's specific needs and conditions. This collection includes the calibrated models produced by Task 3 of the project. These models were for the Frederick Street catchment (also known as Drain 18), located in Glengowrie, South Australia and the Paddocks catchment, located in Para Hills, South Australia. The models were developed in PCSWMM Version 5, available from CHI Software. However, the model is fully compatible with the USEPA Stormwater Management Model (SWMM) Version 5. Further information on the intent, assumptions and background data for the model is provided in the research report for the project. Please refer to related publication. This study was supported by The Goyder Institute for Water Research.
Reuse Information

Existing data was sourced from:
local : COLL_EXISTING_DATA
Bureau of Meteorology, City of Salisbury

The following software (and version) was used to generate or capture the data:
local : COLL_SW_DATA_CAPTURE
PCSWMM Version 5, available from CHI Software

The following instruments/equipment were used to generate or capture the data:
local : COLL_INST_DATA_CAPTURE
Computer Modelling

The following software (and version) was used to analyse the data:
local : COLL_SW_DATA_ANALYSIS
PCSWMM Version 5, available from CHI Software

Data time period: 06 2012 to 30 06 2015

This dataset is part of a larger collection

Click to explore relationships graph

138.52154,-34.97807 138.57407,-34.97807 138.57407,-34.99213 138.52154,-34.99213

138.5478055,-34.9851

138.62042,-34.8194 138.62042,-34.80305 138.67878,-34.80305 138.67878,-34.8194

138.6496005,-34.8112225

Identifiers
  • Local : research.unisa.edu.au/collection/46045