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ROOFTOP WATER HARVESTING (A WAY OF THE CONSERVATION OF RAINFALL WATER)

ROOFTOP WATER HARVESTING
      Rain water harvesting is the accumulating and storing of rainwater for reuse before it reaches the aquifer. It has been used to provide drinking water, water for livestock, water for irrigation, as well as other typical uses. The method of rain water harvesting has been into practice since ancient times. It is as far the best possible way to conserve water and awaken the society towards the importance of water. The method is simple and cost effective too. It is especially beneficial in the areas, which faces the scarcity of water.
      During the monsoons, lots of water goes waste into the gutters. And this is when Rain water Harvesting proves to be the most effective way
to conserve water. We can collect the rain water into the tanks and prevent it from flowing into drains and being wasted. It is practiced on a large scale in metropolitan cities. Rain water harvesting comprises of storage of water and water recharging through the technical process. Communities in the face of adversity have revived or created new water harvesting systems. They have made check dams, johads, and other structures to harvest every drop of drain. Some of them have even harvested rooftop runoffs. In many places these efforts have withstood the effects of recurring drought.
Rainwater harvesting from rooftop catchments Rooftop Rain Water Harvesting is the technique through which rain water is captured from the roof catchments and stored in reservoirs. Harvested rain water can be stored in sub-surface ground water reservoir by adopting artificial recharge techniques to meet the household needs through storage in tanks. The main objective of rooftop rain water harvesting is to make water available for future use. Capturing and storing rain water for use is particularly important in dry land, hilly, urban and coastal areas.
    Rainwater harvesting usually involves collecting water from cleaner surfaces, such as roofs. There are several reasons for harvesting rainwater today including: low-cost irrigation, domestic water supply, water and soil conservation, aquifer recharge, and flood control. It is also desirable to use rain because of the high quality and softness of the water and the relative absence of contaminates such as disinfection by products (chlorinated hydrocarbons), endocrine disrupting compounds (antibiotics and hormones), heavy metals, agricultural chemicals and chlorine resistant microbes that are increasingly appearing in our ground and tap water. Rainwater collection systems are cost effective and easy to maintain by the average homeowner and are easier to install and use than wells or surface ponds.

Technical Description
                A rainwater harvesting system consists of three basic elements: a collection area, a conveyance system, and storage facilities. The collection area in most cases is the roof of a house or a building. The effective roof area and the material used in constructing the roof influence the efficiency of collection and the water quality. A conveyance system usually consists of gutters or pipes that deliver rainwater falling on the rooftop to cisterns or other storage vessels. Both drainpipes and roof surfaces should be constructed of chemically inert materials such as wood, plastic, aluminum, or fiberglass, in order to avoid adverse effects on water quality.
                                          
              The water ultimately is stored in a storage tank or cistern, which should also be constructed of an inert material, Reinforced concrete, fiberglass, or stainless steel are suitable materials. Storage tanks may be constructed as part of the building, or may be built as a separate unit located some distance away from the building.
         A rainwater harvesting system comprises components of various stages - transporting rainwater through pipes or drains, filtration, and storage in tanks for reuse or recharge. The common components of a rainwater harvesting system involved in these stages are illustrated here.

1. Catchments: The catchment of a water harvesting system is the surface which directly receives the rainfall and provides water to the system. 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 roof made of reinforced cement concrete (RCC), galvanised iron or corrugated sheets can also be used for water harvesting.
2. Coarse mesh at the roof to prevent the passage of debris
3. Gutters: Channels all around the edge of a sloping roof to collect and transport rainwater to the storage tank. Gutters can be semi-circular or rectangular and could be made using:
 Locally available material such as plain galvanised iron sheet (20 to 22 gauge), folded to required shapes.
 Semi-circular gutters of PVC material can be readily prepared by cutting those pipes into two equal semi-circular channels.
 Bamboo or betel trunks cut vertically in half.
The size of the gutter should be according to the flow during the highest intensity rain. It is advisable to make them 10 to 15 per cent oversize. Gutters need to be supported so they do not sag or fall off when loaded with water. The way in which gutters are fixed depends on the construction of the house; it is possible to fix iron or timber brackets into the walls, but for houses having wider eaves, some method of attachment to the rafters is necessary.
4. Conduits: Conduits are pipelines or drains that carry rainwater from the catchment or rooftop area to the harvesting system. Conduits can be of any material like polyvinyl chloride (PVC) or galvanized iron (GI), materials that are commonly available.
5. First-flushing: A first flush device is a valve that ensures that runoff from the first spell of rain is flushed out and does not enter the system. This needs to be done since the first spell of rain carries a relatively larger amount of pollutants from the air and catchment surface.
6. Filter: The filter is used to remove suspended pollutants from rainwater collected over roof. A filter unit is a chamber filled with filtering media such as fibre, coarse sand and gravel layers to remove debris and dirt from water before it enters the storage tank or recharges structure. Charcoal can be added for additional filtration.             
I. Charcoal water filter: A simple charcoal filter can be made in a drum or an earthen pot. The filter is made of gravel, sand and charcoal, all of which are easily available.
II. Sand filters: Sand filters have commonly available sand as filter media. Sand filters are easy and inexpensive to construct. These filters can be employed for treatment of water to effectively remove turbidity (suspended particles like silt and clay), colour and microorganisms. In a simple sand filter that can be constructed domestically, the top layer comprises coarse sand followed by a 5-10 mm layer of gravel followed by another 5-25 cm layer of gravel and boulders.
7. Storage facility: There are various options available for the construction of these tanks with respect to the shape, size and the material of construction.
Shape: Cylindrical, rectangular and square. Material of construction: Reinforced cement concrete, (RCC), ferro cement, masonry, plastic (polyethylene) or metal (galvanised iron) sheets are commonly used. Position of tank: Depending on space availability these tanks could be constructed above ground, partly underground or fully underground. Some maintenance measures like cleaning and disinfection are required to ensure the quality of water stored in the container.
8. Maintenance: -
o Before collecting water the roof, gutters and tank should be cleaned
o Let the first 2-3 rains flow out through the first flush system
o Remember to clean the tank once in a year
o Replace the filtering agents every year
o Keep the tank and surroundings clean and hygienic
o Apply white cement on the tank every year
o Make sure that sunlight does not pass through the manhole to prevent algae growth
o Remember to preserve water and use it judiciously

CONSTRUCTION OF CAUSEWAYS

A causeway means the passage of standing water to road side drainage system which has been provided to drain off the rain water standing on the main roads. The causeways have been constructed by providing cut through green belt and providing an appropriate camber (as 2% here) to the service road.  The cut in the green belt has been provided in the direction of the flow of water for the purpose of quickly drain off and no standing of rain water. The cut has been provided inclined where the flow of rain water is from one direction and provided straight where the flow is from both direction along with kerb.  The construction steps which have been followed are: -
  •      Excavation of service road and removal of the excavated materials with the help of JCB where causeway has to be provided. And the cut in the green belt in the proper direction has been made with JCB. The site has been properly cleared.


  •       The levelling for causeways has been done to provide a camber of 2% by holding the levelling staff at both edge and centre of service road at that section and sighted by a dumpy level.

             
  •      The RCC kerb stones along the edge of cut, provided in green belt, have been manually placed and cemented by using mortar of 1:4 cement sand ratio. The base of cut provided has been concreted properly by using concrete of proportion 1:4:8.



  •       After that the WMM layer has been laid on the excavated part of the service road and compaction has been done by Static Roller. After compaction of the WMM layer, prime coat and tack coat has been applied for binding purpose of WMM, DBM and BC layers. The upper layer has been paved and compacted by Static Roller until the impression removed. The quality of work has been maintained as per IRC.

CLOSING ERROR IN LEVELLING

CLOSING ERROR
The closing error is determined initially for the accuracy of the dumpy level.
Observations of Levelling for Closing Error:-

STATION
B. S.
F. S.
I.S.
H.I.
R.L.
CHAINAGE
A
1.210


82.070
80.860
T.B.M 
B


1.505

80.565
0m
C


1.110

80.960
30m
CP1

1.505

82.465


D


1.230

81.235
60m
E(LEVEL)


1.002

81.463
90m

E'(LEVEL)
1.125


82.588
81.463

D’ 


1.560

81.028
0m
C’


1.600

80.988
30m
CP1’

1.623

82.611


B’


1.675

80.936
60m
A’


1.755

80.856
90m
(AT SAME TBM)


Closing error = (80.860 – 80.856) = 0.004m

BASIC RULES/PROCEDURE OF LEVELLING

  There are following rules which have been followed during levelling: -
1.      First of all the closing error has been found. These have been done by start and finish a levelling run on a TBM and closing the loop. It has been done for checking the accuracy of the instrument.
2.      After having checked the accuracy, back sight (B.S.) has been taken on levelling staff held at TBM. And height of instrument (H.I.) has been calculated.
                             H.I. = R.L. OF TBM + B.S.
3.      Then without disturbing the instrumental set up, intermediate sight (I.S.) have been taken at different points/stations (at 30m chainage interval here) until the sight is clear i.e. the intermediate points sighted between two change point (C.P.) are called as intermediate sight (I.S.). But the sight taken at last station which is to be a change point is called as fore sight (F.S.). And reduced level at every station has been calculated.
                                              R.L. = H.I. – I.S.
                                              R.L. = H.I. – F.S.
4.      The last station sighted has been made change point (C.P.) and the instrument has been set up at next to the change point and again back sight (B.S.) has been taken at the same station. The care has been provided to keep the levelling staff at the same station which is to be a change point (C.P.). Again H.I. has been calculated for this set up.
                                  H.I. = R.L. OF LAST STATION + B.S.

5.      Again (3) and (4) have been repeated until a next TBM.  After next TBM, (2), (3) and (4) have been repeated.

LEVELLING TERMS AND ABBREVIATIONS

       I.            Station: - A point where the levelling staff is held. It is the point whose elevation is to be ascertained or the point that is to be established at a given elevation.

    II.            Height of Instrument (H.I.): - For any set up of the level, the height of instrument is the elevation of the line of sight with respect to the Mean Sea Level (MSL).


 III.            Back Sight (B.S.): - The sight taken on the staff held at a point of known elevation or TBM (Temporary Bench Mark).

 IV.            Fore Sight (F.S.): - The sight taken on the staff held at any point of unknown elevation, to ascertained the amount by which the point is below the line of sight and thus to obtain the elevation of the station.


    V.            Intermediate Sight (I.S.): - The sights taken between two change points, on which only one sight is taken to determine the elevation of the station.


 VI.            Change Point (C.P.): - The point on which both F.S. and B.S. are taken on a line of direct levels. The F.S. is taken on the point in one set of the instrument to ascertain the elevation of the point while the B.S. is taken on the same point in other set of the instrument to establish the new height of the instrument.  

ADJUSTMENT OF THE DUMPY LEVEL

               The temporary adjustments have been made at every instrument setting and preparatory to taking observations with the instrument.
The following steps have been followed:-
1.      Setting up the level: - This operation includes the fixing the instrument on the tripod and levelling the instrument approximately by the leg adjustment.
2.      Levelling up: - In this step, accurate levelling has been done with the help of foot screws and with reference to the plate levels. The purpose is to make the vertical axis truly vertical or perpendicular to the line of sight. The manner of levelling the instrument with three levelling screw are following: -
a)      Loose the clamp. Turn the instrument until the longitudinal axis of the plate level is roughly parallel to a line joining any two of the levelling screws.
b)      Hold these two levelling screws (‘A’ and ‘B’) between the thumb and first finger of each hand and turn them simultaneously so that the thumbs move either towards each other or away from each other until the bubble comes in central area. (The bubble will move in the direction of movement of the left thumb.)
c)     Turn the instrument by 90o and then turn the third levelling screw ‘C’. The third levelling screw ‘C’ should be turn in such a way that the bubble comes in the centre.
d)     Turn the instrument again and repeat the above procedure. The instrument must be level in any direction means the bubble must be in centre. 
Fig. 2.6 Levelling-up with three foot screws

      3. Elimination of parallax: - Parallax is a condition arising when the image formed by the objective is              not in the plane of the cross hairs. It has been done by rotating the eye-piece for clear cross hairs and            by rotating focusing screw provided for objective focus.

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