Rain water harvesting system
It
is collection of rainwater from the surface which directly receives rainfall. It
can be a paved area like a terrace or courtyard of a building, or an unpaved
area like a lawn or open ground.A
channel
or gutters are required to transfer rainwater collected from rooftops to storage tanks or
recharge pit.one or
more down-pipes are connected to gutters to transfer rainwater from rooftops or
terrace.
Storage of Direct use (Roof top rainwater harvesting)
In this method rain water collected from
the roof of the building is diverted to a storage tank. The storage tank has to
be designed according to the water requirements, rainfall and catchment
availability. Each drainpipe should have mesh filter at mouth and first flush
device followed by filtration system before connecting to the storage tank. It
is advisable that each tank should have excess water over flow system.Excess water could be diverted to
recharge system. Water from storage tank can be used for secondary purposes
such as washing and gardening etc. This is the most cost effective way of
rainwater harvesting. The main advantage of collecting and using the rainwater
during rainy season is not only to save water from conventional sources, but
also to save energy incurred on transportation and distribution of water at the
doorstep. This also conserve groundwater, if it is being extracted to meet the
demand when rains are on.This
method is less expensive and very effective and if implemented properly
helps in augmenting the ground water level of the area.
Recharging ground water
Ground water aquifers can be
recharged by various kinds of structures to ensure percolation of rainwater in
the ground instead of draining away from the surface. Commonly used recharging
methods are:-
a) Recharging of bore
wells
b) Recharging of dug wells.
c) Recharge
pits
d) Recharge Trenches
e) Percolation Tanks
------) Multi stored buildings
Recharging of bore wells
Rainwater collected from rooftop of the
building is diverted through drainpipes to settlement or filtration tank. After
settlement filtered water is diverted to bore wells to recharge deep aquifers.
Abandoned bore wells can also be used for recharge.Optimum capacity of settlement
tank/filtration tank can be designed on the basis of area of catchment,
intensity
of rainfall and recharge rate. While recharging, entry of floating matter and
silt should be restricted because it may clog the recharge structure. First one
or two shower should be flushed out through rain separator to avoid
contamination. A schematic diagram of filtration tank recharging to bore well.
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