Australian Water Management Review Vol. 1 2014 | Page 99

Assumptions: Water usage per household vs Water runoff from lot 600 Runoff from ground surfaces per year Potential roof water capture per year 500 2010 household usage • 1/3rd roof area, 1/3rd paved, 1/3rd garden/lawn • Runoff coefficients: roof 0.85, paved 0.8 and garden/lawn 0.2 400 Volume (kL) • Allotment size 750 sq.m. • Water restrictions applied for some Cities in 2010 300 • Warrnambool water consumption from 2009/10 • Using historical average rainfall and typical temporal patterns 200 100 0 Canberra Brisbane Adelaide Sydney Capital City Perth Melbourne Warrnambool Figure 2. Comparison of available roof water to residential demand copy), allowing the program to be run a PC using Microsoft operating systems. It has a self-contained help menu to guide users through its use. Using the Toolkit The toolkit has been designed with the flexibility for a range of roof water harvesting systems to be defined with different arrangements for the transfer pipelines, storages and treatment plant. By ticking a ‘check box’, the system components can be included or excluded from a particular scenario. The transfer pipelines can be configured to suit gravity or pumped pipelines. Data Input • Collection System – the location of the development, development scale and other collection network design parameters are input using 4 data input screens • Storages – the capacity and configuration of the storages are input on a single screen. implemented in Warrnambool. It allows for construction cost variation across Australia by applying appropriate cost factors and rainfall variation using different temporal rainfall patterns and spatial annual rainfall data from the Bureau of Meteorology. The toolkit is for preliminary screening of options on a relative cost basis and should not be used as a design or cost estimation tool. Calculations rely on a number of assumptions and relationships derived from limited data sets. Results are suitable for preliminary screening only and should not replace a more detailed assessment by an appropriately qualified and experienced person. The toolkit is available on CD from Wannon Water (visit www.wannonwater.com.au to order a • Pipelines – the single input screen allows for a gravity or pumped pipeline to be selected. • Treatment Plant – again this element can be included or excluded from the toolkit calculations depending on whether investigating treated or untreated water supply options. Data Output The toolkit calculates the volume of water spilt from the storages, the water transferred along the various elements and a yield from the system. The yield is compared to the annual demand for these propert