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Environment
Raindrops on the Roof Top
by V.K. Joshi
Groundwater resource is
depleting faster than the recharge. The problem has been compounded by a
poor management especially in the urban centers. The State makes
provision for drinking water supply yet in many parts of a town/metro
people punch their own boreholes to enjoy, free, round the clock water
supply. As has been oft repeated through these articles, groundwater
reservoir is like a bank account. If several persons withdraw money from
the same account without depositing anything they will be in the red
soon.

Roof Top Rainwater Harvesting
Instead of only withdrawal if the joint account holders keep depositing
small amounts regularly, their account will rather grow. Likewise Roof
Top Rain Water Harvesting is like a small recurring deposit scheme.
Every single drop of rainwater is carefully diverted to storage
devices/groundwater reservoirs. Under normal circumstances rain water
from the roof tops flows through the down-pipes to the ground and lost
as a run-off. Somehow if this water is collected through a drain pipe
along the perimeter of the roof and diverted to the structure where it
has to be stored/utilized significantly large quantities of rainwater
can be harvested.
How much water can be harvested this way can not be comprehended by a
layman. The Central Groundwater Board (CGWB) has computed a table which
depicts the volume of water available through rooftop harvesting:
|
Rainwater
Available from the Roof |
|
Rainfall (mm) |
100 |
200 |
300 |
400 |
500 |
600 |
800 |
1000 |
|
Area of the Roof
(Sq meter) |
Rainwater available for storage/recharge (cu
m) |
|
20 |
1.6 |
3.2 |
4.8 |
6.4 |
8 |
9.6 |
12.8 |
16 |
|
30 |
2.4 |
4.8 |
7.2 |
9.6 |
12 |
14.4 |
19.2 |
24 |
|
40 |
3.2 |
6.4 |
9.6 |
12.8 |
16 |
19.2 |
25.6 |
32 |
|
50 |
4 |
8 |
12 |
16 |
20 |
24 |
32 |
40 |
|
60 |
4.8 |
9.6 |
14.4 |
19.2 |
24 |
28.8 |
38.4 |
48 |
|
70 |
5.6 |
11.2 |
16.8 |
22.4 |
28 |
33.6 |
44.8 |
56 |
|
80 |
6.4 |
12.8 |
19.2 |
25.6 |
32 |
38.4 |
51.2 |
64 |
|
90 |
7.2 |
14.4 |
21.6 |
28.8 |
36 |
43.2 |
57.6 |
72 |
|
100 |
8 |
16 |
24 |
32 |
40 |
48 |
64 |
80 |
|
150 |
12 |
24 |
36 |
48 |
60 |
72 |
96 |
120 |
|
200 |
16 |
32 |
48 |
64 |
80 |
96 |
128 |
160 |
|
250 |
20 |
40 |
60 |
80 |
100 |
120 |
160 |
200 |
|
300 |
24 |
48 |
72 |
96 |
120 |
144 |
192 |
240 |
|
400 |
32 |
64 |
96 |
128 |
160 |
192 |
256 |
320 |
|
500 |
40 |
80 |
120 |
160 |
200 |
240 |
320 |
400 |
|
1000 |
80 |
160 |
240 |
320 |
400 |
480 |
640 |
800 |
|
2000 |
160 |
320 |
480 |
640 |
800 |
960 |
1280 |
1600 |
|
3000 |
240 |
480 |
720 |
960 |
1200 |
1440 |
1920 |
2400 |
Statistically
the figures appear quite amazing, but a lot depends upon the rainfall
and geological, geomorphological and geohydrological conditions of the
ground. The techniques have to be varied accordingly. Some of the
techniques include:
Recharge Pit
In the areas where thickness of alluvium or weathered rock is few meters
only, underlain by a rocky substratum a recharge pit (see figure) is
suitable. The pit is filled with gravel to act as a porous filter for
water. This method is suitable for rooftops up to 100 sq m.
–
Continued
Image of Umbrellas under
license with Gettyimages.com
Images by
courtesy of CGWB
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