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RAIN: www. multibrand.in, E-mail : sales@multibrand.in
    Website
            WATER HARVESTING
                                       rainwaterbengaluru@gmail.com
Introduction
Water is one of the most commonly used substances on our earth. We need water for all our activities in day-to-day life. Water supply in
urban area is always short against the total demand. Surface water is inadequate to meet our demand and we have to depend on ground
water. Due to rapid urbanization, infiltration of rainwater into the subsoil has decreased drastically and recharging of ground water has
diminished. This scenario requires an alternative source to bridge the gap between demand and supply. Rainwater, which is easily available
and is the purest form of water, would be an immediate source to augment the existing water supply by "catching water wherever it falls".
Rainwater Harvesting has emerged as a viable alternative to traditional
perennial sources of water in hilly areas, in places where the level of
fluoride and arsenic is above permissible limits and in urban areas facing
water shortage and flooding during monsoons.
Rainwater Harvesting (RWH) is the process of collecting and storing
rainwater in a scientific and controlled manner for future use. Rainwater
Harvesting in urban areas include;
* Roof top rainwater harvesting
*Rainwater harvesting in paved and un-paved areas (open fields, parks,
pavement landscapes etc.)
·Rainwater Harvesting in large areas with open ponds, lakes, tanks etc.
Benefits of Rainwater Harvesting
1. Environment friendly and easy approach for water requirements
2. RWH is an ideal solution for water requirements in areas having inadequate water resources
3. Increases ground water level
4. Improves ground water quality
5. Mitigates the effects of drought
6. Reduces the runoff, which other wise flood storm water drains
7. Reduces flooding of roads and low-lying areas
8. Reduces soil erosion
9. Cost effective and easy to maintain
10. Reduces water and electricity bills
Quality of rainwater harvested
As the primary source of water, rainwater is the purest form of water. Rainwater harvesting not only solves the problem of availability of
water, but also provides good quality water.
However, certain precautions need to be taken to ensure that the stored water is not polluted.
Rainwater Harvesting for Rooftops
Roof Top Rainwater Harvesting
In urban areas, buildings are usually constructed with rooftops of Reinforced Cement Concrete (RCC), Mangalore tiles, Asbestos / galvanized
iron / zinc sheets etc. Construction of buildings with the above mentioned material requires roof top rainwater to be removed from building
tops and currently been let off into storm water drains outside the plot area (which eventually goes away from the city).
The rooftops being built significantly with hard material, large quantities of rainwater runoff and loss due to evaporation and percolation are
very minimal. Thus, rooftop rain water harvesting can be put to good use by storing rooftop water on (a) roof itself (b) ground level (c) below
the ground, by using storage devices like masonry tanks / ferro cement tanks / plastic or metal containers.
1. Roof area calculation
Roofs are of broadly two categories - flat roofs and sloping roofs.
Flat roofs when made with reinforced cement concrete normally have waterproofing course on the surface as a finish. The waterproof
course is done with a small slope towards the downtake pipes. Usual practice is to use lime surkhi, in recent times a rich cement mortar is
used ("muddy" in local parlance), weatherproof tiles are also laid on cement mortar. These types of roofs are ideal for rooftop rainwater
Harvesting.
 Filtration
Rainwater collected on the roof is very pure and clean. However, there are many substances, which get mixed up with this pure water on the
roof (leaves, bird droppings, dust etc.). These contaminants need to be filtered before the rainwater is stored.
 Rainwater Harvesting Storage facility and Capacity
Rainwater collected on the roof and guided through the down water pipes gets filtered in the filtration system and is available for direct
                                                        use. Rainwater coming out of the filter may be guided to a storage device for future
                                                        use. Positioning, size and capacity of the storage container may be decided
                                                        considering the roof area and the requirement of raw-water. Higher the storage
                                                        capacity more will be the rainwater availability during the non rainy days. In urban
                                                        areas, like Bangalore, total rainwater storage capacity of around 8,000 to 15,000 lts
                                                        would suffice for the requirement of secondary usage (gardening, vehicle washing,
                                                        cleaning etc.).
                                                        Roof yield or potential rainwater from a roof
                                                        Roof yield or the potential rainwater from a roof is normally referred to the annual
                                                        yield from a given roof area. Annual yield is the quantity of water in liters collected
                                                        from a given roof over a period of one year covering all the rainy days. It is the
                                                        product of roof area and the annual rainfall.
Example:
a. Roof area of 100 Sq. meters with annual rainfall of 1000 mm (milimeters)
Roof yield = 100 X 1000 = 1,00,000 liters/year                                                                           Popup Filter
b. Roof area of 1000 sq. feet with annual rainfall of 40 inches
Roof yield = 1000 X 40 X 2.36 (constant) = 94,400 liters/year
Why Rain Water Harvesting
Rain water harvesting is essential because :- Surface water is inadequate to meet our demand and we have to depend
on ground water.
Due to rapid urbanization, infiltration of rain water into the sub-soil has decreased drastically and recharging of ground
water has diminished. As you read this guide, seriously consider conserving water by harvesting and managing this
natural resource by artificially recharging the system. The examples covering several dozen installations successfully
operating in India constructed and maintained by CGWB, provide an excellent snapshot of current systems.
Rain Water Harvesting Techniques
There are two main techniques of rain water harvestings.* Storage of rainwater on surface for future use. * Recharge to ground water. * The
storage of rain water on surface is a traditional techniques and structures used were underground tanks, ponds, check dams, weirs etc.
Recharge to ground water is a new concept of rain water harvesting and the structures generally used are :-
Pits :- Recharge pits are constructed for recharging the shallow aquifer. These are constructed 1 to 2 m, wide and to 3 m. deep which are back
filled with boulders, gravels, coarse sand.
Trenches:- These are constructed when the permeable stram is available at shallow depth. Trench may be 0.5 to 1 m. wide, 1 to 1.5m. deep and
10 to 20 m. long depending up availability of water. These are back filled with filter. materials.
Dug wells:- Existing dug wells may be utilised as recharge structure and water should pass through filter media before putting into dug well.
Hand pumps :- The existing hand pumps may be used for recharging the shallow/deep aquifers, if the availability of water is limited. Water
should pass through filter media before diverting it into hand pumps.
Recharge wells :- Recharge wells of 100 to 300 mm. diameter are generally constructed for recharging the deeper aquifers and water is passed
through filter media to avoid choking of recharge wells.
Recharge Shafts :- For recharging the shallow aquifer which are located below clayey surface, recharge shafts of 0.5 to 3 m. diameter and 10 to
15 m. deep are constructed and back filled with boulders, gravels & coarse sand.
Lateral shafts with bore wells :- For recharging the upper as well as deeper aquifers lateral shafts of 1.5 to 2 m. wide & 10 to 30 m. long
depending upon availability of water with one or two bore wells are constructed. The lateral shafts is back filled with boulders, gravels & coarse
sand.
Spreading techniques :- When permeable strata starts from top then this technique is used. Spread the water in streams/Nalas by making
check dams, nala bunds, cement plugs, gabion structures or a percolation pond may be constructed.
                                                          Ground water recharge
Underground water is one of the important sources of water in urban areas. With increasing urbanization, underground water has been
indiscriminately exploited causing depletion in water table and water availability. It is very evident from the number of failing bore wells / open
wells that it is unsustainable to pump out water from wells without recharging the same from the rainwater. To reverse the trend or to reduce
the effect of over exploitation, ground water recharge need to be taken up in large scale at residential and institutional buildings.
There are many methods of ground water recharge. Following are few methods for recharging ground water using rainwater from rooftops of
buildings.
a. Reused plastic barrels method
b. Direct recharge through Open wells and Bore wells
                                                                                                     Rain Water                Verticle
c. Infiltration Gallery for large buildings
d. How to build an Infiltration Gallery?                                                                  Inlet                Downflow
e. Roads / Trenches                                                                                                            Rain Pipe
f. Parks and Open spaces
g. Layouts
a) Reused plastic barrels method
How does the direct injection of rainwater works?
As the rainwater descends in the infiltration gallery, most of it gets in to the subsoil and                                      Filtered
recharges ground water. During heavy rainfall, rate of infiltration will be slower than the                                   Water Outlet
inflow of rainwater and the rainwater starts accumulating in the gallery. As the level of
water increases in the gallery and rises above the perforated pipe level, clear and
stabilized water enters the pipe from the small holes provided at the bottom of the pipe to
reach the bore well. In this process fine silt, which escapes PopUp filters and sand bed at                    Drain
the top of infiltration gallery descends to the bottom of the infiltration gallery and settles                Outlet
down permanently. Clear and safe rainwater recharges the bore well aquifers to increase                                             Filter
the yield and availability. It is advised to consult a professional before attempting to inject
rainwater into bore wells.
Infiltration Gallery for large buildings
Infiltration Gallery is to store rainwater temporarily and allow the stored water to infiltrate into underground aquifers. When the rainwater
from the roof is allowed to flow on the ground infiltration (water percolating into the ground) is less, causing more of runoff, thereby majority of
rainwater quickly reaches drains or storm water drains or streets and flows away from the building. To artificially increase infiltration, two
parameters are important:
(a) increasing the surface area of the soil / earth in contact
(b) creating water head on the soil / earth
Increase in any of the above or both will influence greater infiltration of rainwater into ground. The level of infiltration also depends on the
structure of the soil.

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Rain Water Harvesting - Multibrand, India

  • 1. RAIN: www. multibrand.in, E-mail : sales@multibrand.in Website WATER HARVESTING rainwaterbengaluru@gmail.com Introduction Water is one of the most commonly used substances on our earth. We need water for all our activities in day-to-day life. Water supply in urban area is always short against the total demand. Surface water is inadequate to meet our demand and we have to depend on ground water. Due to rapid urbanization, infiltration of rainwater into the subsoil has decreased drastically and recharging of ground water has diminished. This scenario requires an alternative source to bridge the gap between demand and supply. Rainwater, which is easily available and is the purest form of water, would be an immediate source to augment the existing water supply by "catching water wherever it falls". Rainwater Harvesting has emerged as a viable alternative to traditional perennial sources of water in hilly areas, in places where the level of fluoride and arsenic is above permissible limits and in urban areas facing water shortage and flooding during monsoons. Rainwater Harvesting (RWH) is the process of collecting and storing rainwater in a scientific and controlled manner for future use. Rainwater Harvesting in urban areas include; * Roof top rainwater harvesting *Rainwater harvesting in paved and un-paved areas (open fields, parks, pavement landscapes etc.) ·Rainwater Harvesting in large areas with open ponds, lakes, tanks etc. Benefits of Rainwater Harvesting 1. Environment friendly and easy approach for water requirements 2. RWH is an ideal solution for water requirements in areas having inadequate water resources 3. Increases ground water level 4. Improves ground water quality 5. Mitigates the effects of drought 6. Reduces the runoff, which other wise flood storm water drains 7. Reduces flooding of roads and low-lying areas 8. Reduces soil erosion 9. Cost effective and easy to maintain 10. Reduces water and electricity bills Quality of rainwater harvested As the primary source of water, rainwater is the purest form of water. Rainwater harvesting not only solves the problem of availability of water, but also provides good quality water. However, certain precautions need to be taken to ensure that the stored water is not polluted. Rainwater Harvesting for Rooftops Roof Top Rainwater Harvesting In urban areas, buildings are usually constructed with rooftops of Reinforced Cement Concrete (RCC), Mangalore tiles, Asbestos / galvanized iron / zinc sheets etc. Construction of buildings with the above mentioned material requires roof top rainwater to be removed from building tops and currently been let off into storm water drains outside the plot area (which eventually goes away from the city). The rooftops being built significantly with hard material, large quantities of rainwater runoff and loss due to evaporation and percolation are very minimal. Thus, rooftop rain water harvesting can be put to good use by storing rooftop water on (a) roof itself (b) ground level (c) below the ground, by using storage devices like masonry tanks / ferro cement tanks / plastic or metal containers. 1. Roof area calculation Roofs are of broadly two categories - flat roofs and sloping roofs. Flat roofs when made with reinforced cement concrete normally have waterproofing course on the surface as a finish. The waterproof course is done with a small slope towards the downtake pipes. Usual practice is to use lime surkhi, in recent times a rich cement mortar is used ("muddy" in local parlance), weatherproof tiles are also laid on cement mortar. These types of roofs are ideal for rooftop rainwater Harvesting. Filtration Rainwater collected on the roof is very pure and clean. However, there are many substances, which get mixed up with this pure water on the roof (leaves, bird droppings, dust etc.). These contaminants need to be filtered before the rainwater is stored. Rainwater Harvesting Storage facility and Capacity Rainwater collected on the roof and guided through the down water pipes gets filtered in the filtration system and is available for direct use. Rainwater coming out of the filter may be guided to a storage device for future use. Positioning, size and capacity of the storage container may be decided considering the roof area and the requirement of raw-water. Higher the storage capacity more will be the rainwater availability during the non rainy days. In urban areas, like Bangalore, total rainwater storage capacity of around 8,000 to 15,000 lts would suffice for the requirement of secondary usage (gardening, vehicle washing, cleaning etc.). Roof yield or potential rainwater from a roof Roof yield or the potential rainwater from a roof is normally referred to the annual yield from a given roof area. Annual yield is the quantity of water in liters collected from a given roof over a period of one year covering all the rainy days. It is the product of roof area and the annual rainfall.
  • 2. Example: a. Roof area of 100 Sq. meters with annual rainfall of 1000 mm (milimeters) Roof yield = 100 X 1000 = 1,00,000 liters/year Popup Filter b. Roof area of 1000 sq. feet with annual rainfall of 40 inches Roof yield = 1000 X 40 X 2.36 (constant) = 94,400 liters/year Why Rain Water Harvesting Rain water harvesting is essential because :- Surface water is inadequate to meet our demand and we have to depend on ground water. Due to rapid urbanization, infiltration of rain water into the sub-soil has decreased drastically and recharging of ground water has diminished. As you read this guide, seriously consider conserving water by harvesting and managing this natural resource by artificially recharging the system. The examples covering several dozen installations successfully operating in India constructed and maintained by CGWB, provide an excellent snapshot of current systems. Rain Water Harvesting Techniques There are two main techniques of rain water harvestings.* Storage of rainwater on surface for future use. * Recharge to ground water. * The storage of rain water on surface is a traditional techniques and structures used were underground tanks, ponds, check dams, weirs etc. Recharge to ground water is a new concept of rain water harvesting and the structures generally used are :- Pits :- Recharge pits are constructed for recharging the shallow aquifer. These are constructed 1 to 2 m, wide and to 3 m. deep which are back filled with boulders, gravels, coarse sand. Trenches:- These are constructed when the permeable stram is available at shallow depth. Trench may be 0.5 to 1 m. wide, 1 to 1.5m. deep and 10 to 20 m. long depending up availability of water. These are back filled with filter. materials. Dug wells:- Existing dug wells may be utilised as recharge structure and water should pass through filter media before putting into dug well. Hand pumps :- The existing hand pumps may be used for recharging the shallow/deep aquifers, if the availability of water is limited. Water should pass through filter media before diverting it into hand pumps. Recharge wells :- Recharge wells of 100 to 300 mm. diameter are generally constructed for recharging the deeper aquifers and water is passed through filter media to avoid choking of recharge wells. Recharge Shafts :- For recharging the shallow aquifer which are located below clayey surface, recharge shafts of 0.5 to 3 m. diameter and 10 to 15 m. deep are constructed and back filled with boulders, gravels & coarse sand. Lateral shafts with bore wells :- For recharging the upper as well as deeper aquifers lateral shafts of 1.5 to 2 m. wide & 10 to 30 m. long depending upon availability of water with one or two bore wells are constructed. The lateral shafts is back filled with boulders, gravels & coarse sand. Spreading techniques :- When permeable strata starts from top then this technique is used. Spread the water in streams/Nalas by making check dams, nala bunds, cement plugs, gabion structures or a percolation pond may be constructed. Ground water recharge Underground water is one of the important sources of water in urban areas. With increasing urbanization, underground water has been indiscriminately exploited causing depletion in water table and water availability. It is very evident from the number of failing bore wells / open wells that it is unsustainable to pump out water from wells without recharging the same from the rainwater. To reverse the trend or to reduce the effect of over exploitation, ground water recharge need to be taken up in large scale at residential and institutional buildings. There are many methods of ground water recharge. Following are few methods for recharging ground water using rainwater from rooftops of buildings. a. Reused plastic barrels method b. Direct recharge through Open wells and Bore wells Rain Water Verticle c. Infiltration Gallery for large buildings d. How to build an Infiltration Gallery? Inlet Downflow e. Roads / Trenches Rain Pipe f. Parks and Open spaces g. Layouts a) Reused plastic barrels method How does the direct injection of rainwater works? As the rainwater descends in the infiltration gallery, most of it gets in to the subsoil and Filtered recharges ground water. During heavy rainfall, rate of infiltration will be slower than the Water Outlet inflow of rainwater and the rainwater starts accumulating in the gallery. As the level of water increases in the gallery and rises above the perforated pipe level, clear and stabilized water enters the pipe from the small holes provided at the bottom of the pipe to reach the bore well. In this process fine silt, which escapes PopUp filters and sand bed at Drain the top of infiltration gallery descends to the bottom of the infiltration gallery and settles Outlet down permanently. Clear and safe rainwater recharges the bore well aquifers to increase Filter the yield and availability. It is advised to consult a professional before attempting to inject rainwater into bore wells. Infiltration Gallery for large buildings Infiltration Gallery is to store rainwater temporarily and allow the stored water to infiltrate into underground aquifers. When the rainwater from the roof is allowed to flow on the ground infiltration (water percolating into the ground) is less, causing more of runoff, thereby majority of rainwater quickly reaches drains or storm water drains or streets and flows away from the building. To artificially increase infiltration, two parameters are important: (a) increasing the surface area of the soil / earth in contact (b) creating water head on the soil / earth Increase in any of the above or both will influence greater infiltration of rainwater into ground. The level of infiltration also depends on the structure of the soil.