Download - Drain Design

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  • Name of Work : - Constructioa:450mm C& O ft $ri Ram S3?-'u'Ty"nahouse tocanouirnave*.& Bangaruvtrt$ervu gattu to saibaba Temple

    108.42

    3.75r.I2.1? LPS

    (a 50.."''',2

    (0.45+0.25)x0.45aL

    2x0,46+0.25 =r1.17 M

    = 0.16 = 0.14l.l7

    = 0.585 m/Sec

    Catchment Area

    Quantlty of Run off(Ql)Qryntityof SullagP (Q2)

    Proposed Section

    .Area (A)

    Wetted Ferimte,r'(P) ",

    V * !-x (0.14)' 2130.015

    Assistant EngineeruPalacole,. ,ie{q- ,

    4q4SO=:,000, or 3 Hectars

    2:?8x0.65x20x3:,00 =

    ,.3 1;?5 5 =24x60x60 , =

    0.16sqm

    =AP

    ,.l,

    (rCI00)112

    1x

    Municipal EngiReer,' Palaeole.

    ..:

    ' r:;,.'.;a:.'

    Discharge Q = AxV = 0.1'8x0.?2\ * 81.2 LPS > 112'17 I-PS'