Development Application Part 2 - Environmental & Stormwater Management Plans · OPW11/0335

Treatment devices and parameters                  Rain tank Restaurant
Low flow by-pass (m 3lsec)                                 0
High flow by-pass (m3lsec)                                100
Volume below overflow pipe (kL)                           100
Depth above overflow (m)                                  0.2
Surface area (m2)                                          5
Overflow pipe diameter (mm)                               150
Anunal demand 9kUyr) scaled by daily PET                   0
Daily demand (kUday)                                     7.633
Monthly distribution of annual demand (kL/yr)              0
Extended detention depth (m)
Seepage loss (mm/hr)
Filter area (m 2)
Filter depth (m)
Filter median particle diameter (mm)
Saturated hydraulic conductivity (mm/hr)
Depth below underdrain pipe (% of filter depth)
Overflow weir width (m)
Length (m)
Bed slope (%)
Base width (m)
Top width (m)
Depth (m)
Vegetation height (m)
Inlet pond volume (m 3)
Permanent pool volume (m 3)
Evaporative loss as % of PET
Equivalent pipe 1,:^:r,!^:r 1