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Geelong MUSIC Parameters The following MUSIC Guidelines have been developed by Parsons Brinckerhoff (PB) for the City of Greater Geelongfor use in modelling stormwater treatment and stormwater reuse systems.
MUSIC (Model for Urban Stormwater Improvement Conceptualisation) sac louis vuitton neverfull d&occasion is a commonly used conceptual design tool for stormwater systems. This document aims to provide information to developers, consultants and reviewers on the use of the MUSIC software, including appropriate input parameters to adopt for stormwater treatment and authentication of louis vuitton handbags reuse systems within the Cityof Greater Geelong. This station was chosen given it has a rainfall data record from 1/4/1897 to 31/3/2009. The analysis of the data for this period determined that the year of 1985 most accurately represents the louis vuitton purses black long term meteorological records for Geelong. The meteorological data template for Geelong was created from the Geelong North pluviograph data, as no pluviograph data was available for Geelong Salines. Analysis of the data from the two rainfall stations ensured that the data for Geelong North accurately represented the Geelong Salines rainfall data. Table 1 outlines the information from the chosen rainfall station. Table 1 Adopted rainfall station for the City of Greater Geelong Other receiving waters The City of Greater Geelong would like to maintain strict regulation of urban stormwater discharge into other wetlands and waterways. Geelong City Council should be contacted for guidance on pollution reduction targets for proposed development that dischargeto other receiving waters. Default MUSIC Parameters runoff parameters runoff parameters are outlined in the MUSIC User Manual (CRC for Catchment Hydrology, 2005) (see Table 4). Table 4: runoff default parameters for Melbourne (MUSIC User Manual, 2005)The louis vuitton neverfull gm youtube default parameters for the pollution concentration data (total nitrogen, totalphosphorus and total suspended solids) should be used for identified land uses (MUSIC , 2004). The systems can be modelled using the pond, wetland or rainwater tank treatment nodes in MUSIC. The modelling period from 1982 to 2005 should be adopted for stormwater water reuse models using the Geelong North rainfall. The City of Greater Geelong should be contacted for this information.
The timestep adopted for the water reuse model is dependent on the proposed mechanismof stormwater extraction. For proposed stormwater extractions involving the use of pumps or buffer storages, an hourly time step should be adopted as a minimum. This sub daily time step allows for a more accurate representation of peak flows generated by MUSIC and more accurate harvesting volume estimates.
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