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102255ltr SMP Iss B
Original PDF page 20, section 1. The text section number identifies this passage in the reader.
Detention Tank Deemed To Comply Solution Detention sizing calculation Site Area A 723 m2 Detention volume rate R 90 m3/ha Detention volume required V 6.5 kL 10% AEP pre-development flow (current day) Qo 0.028 m3/s Orifice calculation - 10% AEP and below Total tank height (expected water height) H.t 0.9 m Two thirds of height 2/3 H.t 0.60 m Outlet pipe diameter D 0.225 m Bottom third Target flow rate Q1.req 0.012 m3/s Depth of water above centroid of orifice h 0.56 m (@ D x 1/6) Orifice diameter Dia 0.086 m Office Area Ao 0.006 m2 No. of orifices No. 1 each Max. orifice diameter for multiple Dia 86 mm ANSWER Middle third Target flow rate Q2.req 0.014 m3/s Depth of water above centroid of orifice h 0.49 m (@ D x 1/2) Orifice diameter Dia 0.098 m Office Area Ao 0.008 m2 No. of orifices No. 1 each Max. orifice diameter for multiple Dia 98 mm ANSWER Top third Target flow rate Q3.req 0.002 m3/s Depth of water above centroid of orifice h 0.43 m (@ D x 5/6) Orifice diameter Dia 0.041 m Office Area Ao 0.001 m2 No. of orifices No. 1 each Max. orifice diameter for multiple Dia 41 mm ANSWER
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