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| UTILISING RAINWATER (Continued) |
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| THE SOLUTION |
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The concept
is simple. Rainwater is collected from the roof of a building and
stored ready for re-use as required. In a anormal domestic situation
this water can be used for flushing toilets, general cleaning, garden
irrication and clothes washing. Typically this can account for at
leaast 50% of the water used for most of the year. In many commercial
situations and in educational establishments, this figure can be
far higher, and where the mains water supply is metered, savings
can be significant.
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| HOW RAINWATER HARVESTING WORKS |
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is filtered and collected from the roof's normal drainage system and
then gravity fed to a storage tank, usually located below ground.
From here it is pumped on demand to dedicated supply points - eg toilet
cisterns, washing machine, garden tap, utility room, etc. A pressure
switch ensures the pump only operates when water is demanded by the
system. A secondary suction filter ensures that any debris that should
find its way into the tank is prevented from entering and damaging
the pump. The system senses when there is insufficient rainwater stored
and reverts to using mains water, thus ensuring continuity of supply.
It is important to be aware of the limitations of rainwater use. It
is not suitable for drinking or bathing, and its use is not recommended
in hot water systems. |
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| SYSTEM DESIGN |
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There are several
design factors which are important to the success of any rainwater
harvesting system. Firstly it is necessary to calculate the correct
storage volume for each individual installation. A good rule of
thumb is 1000 litres (or one cubic metre) for every 25-40 square
metres of roof area. A storage tank should generally not be too
large; partly because you will be paying for space that never fills,
but also because it is important that the tank overflows at least
twice per hear in order to remove any pollens etc that float on
the surface.
Secondly, it is important that only rainwater is allowed to enter
the system, so downpipes should not discharge into open gulleys,
but into closed drains via a 'Uni-drain' connector or similar.
The tank overflow should incorporate a trap to prevent any foul
odours from the drains entering the tank. If the overflow connects
to sewer rather than a soak away, then provision should be made
to prevent backflow, or vermin entering the tank. The inlet pipe
should be taken to the bottom of the tank where it should terminate
in a smoothing inlet that causes minimal disturbance to the sedimentary
layer. Proprietory fittings are available to suit these requirements.
The tank itself should be located below ground or within a suitable
building, but must not be exposed to frost or direct sunlight.
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Albatross Publications
PO Box 523
Horsham
West Sussex
RH12 4WL
Telephone:
01293 871201
Fax:
01293 871301
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