Drain Design
1
Name of Work : - Constructioa:450mm C& O ft $ri Ram S3?-'u'Ty"nahouse to canouirnave*.& Bangaruvtrt$ervu gattu to saibaba Temple 108.42 3.75 r.I2.1? LPS (a 50 .."''',2 (0.45+0.25)x0.45 a L 2x0,46+0.25 =r1.17 M = 0.16 = 0.14 l.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)' 213 0.015 Assistant Engineeru Palacole,. ,ie{q- , 4q4SO=:,000, or 3 Hectars 2:?8x0.65x20x3:,00 = ,.3 1;?5 5 = 24x60x60 , = 0.16sqm =A P ,. l, (rCI00)112 1 x Municipal EngiReer, ' Palaeole. ..: ' r:;, .'.;a:.' Discharge Q = AxV = 0.1'8x0.?2\ * 81.2 LPS > 112'17 I-PS'
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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'