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