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City Sanitation Plan, Uttarakhand Detailed Plan report, Muni Ki Reti 1

City Sanitation Plan, Uttarakhand Detailed Plan report, Muni Ki Reti 1

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<strong>City</strong> <strong>Sanitation</strong> <strong>Plan</strong>, <strong>Uttarakhand</strong><br />

b. Time of Concentration<br />

The time of concentration is the time allowed for water to reach at the head of the section of the<br />

drain. In general this has to be taken as 30 minutes except while the drain is very close by in which<br />

case it should be taken as 20 minutes. This includes 15 minutes time within the house premises. The<br />

time required in the drain is calculated with the velocity of 1m per second.<br />

The intensity of rainfall for calculating the runoff for any area is then taken from the curve such that<br />

the duration of rainfall for calculating the runoff for any area is then taken from the curve such that<br />

the duration of rainfall is equivalent to the time of concentration for such storm will produce the<br />

maximum runoff in that area. The intensity I for any particular time of concentration is different period<br />

of concurrence. Normally a rainfall with period of occurrence as once in two year is taken for design<br />

until unless some specific site conditions required it otherwise.<br />

2. Flow Formula<br />

The velocity in the storm water drain is calculated in the basis of Chezy‟s Formula.<br />

V= 1/ n (R) 2/3 X (S) 1/2<br />

Where V= mean velocity in meter per second<br />

R= Mean Hydraulic radius<br />

S= Slope of hydraulic gradient<br />

n= Coefficient of roughness<br />

n is Co-efficient whose value is given as below:-<br />

A. Brick Work<br />

Well laid brick work = 0.013<br />

Average brick work = 0.015<br />

Rough brick work = 0.017<br />

<strong>Detailed</strong> <strong>Plan</strong> <strong>report</strong>, <strong>Muni</strong> <strong>Ki</strong> <strong>Reti</strong><br />

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