Here is a example of drainage design done by us for pali village of kheda district;gujarat;india.
To design drainage of any area following steps may become useful to you
1)FIRST TAKE THE R.L.READINGS OF THE AREA
We taken the RL of area with the help of dumpy level
2)CALCULATE HOUSE HOLD PER STREET AND FINALLY FOR WHOLE AREA
3)DECIDE THE DIRECTION OF DRAINAGE LINE AND CALCULATION OF DIAMETER FOR PIPE
To design drainage of any area following steps may become useful to you
1)FIRST TAKE THE R.L.READINGS OF THE AREA
We taken the RL of area with the help of dumpy level
2)CALCULATE HOUSE HOLD PER STREET AND FINALLY FOR WHOLE AREA
As per NBC code in
rural area 70 to 100 lpcd are supplied for various purpose. Now we assume 70 %
total waste water generated from supplied water.
Following figure
shows number of houses per street and we assumed average 5 household per house.
The black line in following fig. representing the direction of main sewer line based on RL of the
points.
So, now following are
the calculation for total discharge of the bazar area.
Total number of house
hold at y point are 399.
So, total population
of it= 399*5=1995
Now we predict the
future population by geometric increase method….
Growth rate=17.28
P2021=
1995(1+17.28/100)
= 2340
Now take extra 5 %
for commercial shops and other common facilities like schools, hospitals etc.
Total
population=2340+117=2457
Now take 100 lpcd
supply in the village as per NBC code. And total 70 % of it is generated as
waste water.
Amount of water=2457*70=171990 lpcd
= 0.0239 M3 /S
Assume velocity=0.7 M/S
Q=VA
A=0.0239/0.7=0.034125 M2
D=20.84 cm for circular pipe.
So provide main pipe of 20 cm diameter
from point j to y and provide 15 cm pipe from x to point all other pipes are of
10 cm diameter.
DESIGN OF SEDIMENTATION TANK:
Assume detention time=3 hr
.
Volume of tank = flow* detention time
= (171990*10-3 *3)/24
=21.498 M3
So provide 25 M3
Assume depth of tank=1.5 m
Surface area=25/1.5=16.66 m2
Provide 18 m2
Assume L/B = 3.
SO L = 3B
A = 3*B*B
18 = 3*B*B
B = 2.449 M
L = 3*B=7.347
So, provide L=7.5 m B= 2.5 and
D=1.5+0.2=1.7 m
Provide extra 0.2 m depth for sludge
accumulation
After sedimentation treatment water should
be given to the field to grow the grass. And this grass will earn some revenue
for village.
DESIGNED BY : AKSHAYKUMAR B. ARDESHANA
&
RACHIT R. SITAPARA
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