For fivalues of 55% (rounded up to 0.6) an1I10value of 70 mm h-1, a C10value of 0.82 is obtained from table 4.5.3 of QUDM (2013). The coefficient of discharge is then calculated as per equation 4.4 in QUDM (2013) (i.e., C100= F100 × C10) which yields a C100 value of 0.984. Source: QUDM, 2013 . 6.5.7.3 Orientation of Outlet . Where practical, storm water outlets should be recessed into the banks of any watercourse that is likely to experience bank erosion, channel expansion, or channel migration. Typically the minimum desirable setback (Figure 6-11) is the greater of (based on QUDM, 2013): GENERAL SALES TAX ACT Act 167 of 1933 AN ACT to provide for the raising of additional public revenue by prescribing certain specific taxes, fees, Queensland Urban Drainage Manual 2013 (provisional) » Australian Rainfall and Runoff (ARR) 1987/1999 » Australian Rainfall and Runoff (ARR): Project 11 Blockage of Hydraulic Structures (IEAust 2013) Roads - major: 2 » DTMR: Road Planning and Design Manual (2nd edition) The Queensland Urban Drainage Manual (QUDM) is an engineering guideline that addresses the technical, legal, regulatory and environmental aspects of effective drainage systems. It provides details QUDM includes one brief reference to an explicit solution to the continuity equation, without direction on its usage or application. A number of local council governments in Queensland override QUDM by providing simple alternatives referred to as 'deemed-to-comply' solutions (Brisbane City Council, 2014; Gold Coast City Council, 2015). method is considered to have limited application (QUDM, 2013). Urban stormwater management was described in ARR87 as the hydraulic design of urban drainage (IEAust., 1987). This approach to urban Introduction. Purpose of the guideline. This guideline outlines the engineering standards for design and construction of service infrastructure in Priority Queensland Urban Drainage Manual (QUDM) is an engineering guideline that addresses the technical, legal, regulatory and environmental aspects of effective drainage systems. It provides details appropriate design methods and computational procedures, and covers both hydrologic and hydraulic procedures 1. Use the relative sensitivity ratio described above to determine which variable the time of concentration tc, as estimated using the Bransby-Williams equation, is most sensitive to. Information on the Bransby-Williams equation, as sourced from the Queensland Urban Drainage Manual (QUDM), 2013 edition is provided below. relevant guidelines such as the Queensland Urban Drainage Manual (QUDM) and State Planning Policy 4/10. The objectives of stormwater management as per Redlands Planning Scheme 2013 and State Planning Policy (SPP) 4/10 include the following: Desired Standard of Service (DSS) for the stormwater network is based on the major relevant guidelines such as the Queensland Urban Drainage Manual (QUDM) and State Planning Policy 4/10. The objectives of stormwater management as per Redlands Planning Scheme 2013 and State Planning Policy (SPP) 4/10 include the following: Desired Standard of Service (DSS) for the stormwater network is based on the major The Queensland Urban Drainage Manual (QUDM) is an engineering guideline that addresses the technical, legal, regulatory and environmental aspects of effective drainage systems. It provides details of appropriate design methods and computational (2013) of QUDM. Who should attend This course has been designed for workers involved in technical