Roof Top RWH by Manohar Patil
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Transcript of Roof Top RWH by Manohar Patil
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ROOF TOPRAIN WATER HARVESTING
Manohar Patil
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Why harvest rainwater
To arrest ground water
To beneficiate water quality in
aquifers To conserve surface water runoff
To reduce soil erosion
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What is RainwaterHarvesting
Collection
Storage
Recharge
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How to harvest rainwater
Broadly there are two ways of
harvesting rainwater Surface runoff harvesting
Roof top rainwater harvesting(RTRWH)
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Components of RTRWH system
The system mainly constitutes of
following sub components: Catchment
Transportation
First flush Filter
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Schematic diagram of a of typical roof toprainwater harvesting system
RECHARGE FACILITY
STORAGE FACILITY
FILTER
FIRST FLUSH ARRANGEMENT
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Commonly used Terms
Catchment
The surface that receives rainfall directly is thecatchment. Sloping roof or flat roof.
Transportation
Rainwater from rooftop should be carried throughdown take water pipes or drains to storage/harvestingsystem. Water pipes should be UV resistant (ISIHDPE/ PVC pipes) of required capacity.
First Flush
First flush is a device used to flush off the waterreceived in first shower. Provisions of first rainseparator should be made at outlet of each drainpipe.
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First Flush
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Filteration
Sand gravel filter
Charcoal filter PVC Pipe filter
Sponge filter
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Sand gravel filter
These arecommonlyused filters,constructedby brick
masonry andfilled bypebbles,gravels, andsand asshown in thefigure. Each
layer shouldbe separatedby wiremesh.
PEBBLE
GRAVEL
SAND
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Charcoal filter
Charcoal filtercan be madein-situ or in adrum. Thedrum orchambershould befilled bypebbles,gravels, sandand charcoalas shown in
the figure.Each layershould beseparated bywire mesh.
10 CM. GRAVEL LAYER
10 CM. CHACOAL LAYER
25 CM. SAND LAYER
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PVC Pipe filter
SAND
PVC PIPE FILTER
GRAVEL
MESH
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Sponge filter
It is a simplefilter madefrom PVCdrum havinga layer of
sponge inthe middle ofdrum. It isan easiest &cheapestform offilter,
suitable forresidentialunits.
OUTLET
SPONGE
PVC DRUM
COLLER CAP
PVC PIPE
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Methods of Rooftop Waterharvesting
Storage for Direct use
rain water collected from the roof is diverted tostorage tank.
storage tank has to be designed according to thewater requirements, rainfall and catchmentavailability.
Each drainpipe should have mesh filter at mouthand first flush device before connecting tostorage tank.
Each tank should have excess water over flow
system. Excess water could be diverted torecharge system. Water from storage tank can be used for
domestic and gardening purpose. It is most costeffective way of rainwater harvesting.
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Recharging ground wateraquifers
Ground water aquifers can be recharged byvarious kinds of structures to ensure percolationof rainwater in the ground instead of drainingaway from the surface. Commonly used
recharging methods are: -1) Recharging bore wells2) Recharge pits
3) Soakaways or Recharge Shafts
4) Recharging dug well
5) Recharge Trench
6) Percolation Tank
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Recharging bore wells
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Recharge pits
Perforated/honeycombed
30 cms filter media
From catchment
brickwork
RCC slab with
manhole
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Soak-aways or Recharge Shafts
60 cm x 60 cm. x 60 cmFilter bed sump
Perforated pipe
Perforated cover
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Recharging dug well
Filter bed
Runoff
Recharge dugwell
Perforated pipe
Runof
f
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Perforated cover
Filter media
Recharge trench
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Percolation tanksPercolation tanks are thesurface tanks, which canbe built, in big campuseswhere land is available andtopography is suitable.
Surface run-off and rooftop water can be divertedto this tank. Wateraccumulating in the tankpercolates in the soil to
augment the ground water.The stored water can beused directly for gardeningand raw use.
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Design parameters
To calculate maximum amount of rainfall that can beharvested from the rooftop, following details are required: -
Area of roof - (A)Average annual rainfall - (R)Runoff coefficient - (C)
Quantity of maximum annual
rainwater harvesting = A x R x C.
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Settlement tank
The capacity of the settlement tank should beenough to retain the runoff of
peak rainfall intensity period. Following data are
required to calculate capacity
Area of roof top - A
Peak rainfall in 15 min. - Pr
Runoff coefficient - CCapacity === A x Pr x C.
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Recharge tank/ filtrationchamber/ recharge trench
Water holding capacity of recharge tank/ filtrationchamber/ recharge trench is less then its gross volumebecause it is filled with porous material.factor for void ratio has to be applied in the calculationFollowing data required for the capacity: -
Area of roof top - APeak rainfall in 15 min - PrRunoff coefficient - CVoid ratio - DRequired capacity Q === A x Pr x C x DLength of recharge trench = Q / bxd
(Where b is width and d is depth of trench)
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Precautions
The roof or terraces used for harvesting should beclean
Do not store chemicals, rusting iron, manure ordetergent on the roof
Avoid using terraces for toilet by you and your pets
Provide gratings at mouth of each drainpipe onterraces to trap debris and floating materials
Prevent storage system from contamination
Provision of first rain separator should be made to
flush first rain Do not use polluted water to recharge ground water
Before recharging arrangements of filtering shouldbe provided
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Catch the waterwhere it falls
Thanks