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    WATER-

    Water: The Drop of Life

    DEFINITION OF THEPROJECT:WATER MANAGEMENT SYSTEM IN DELHI

    BY THE AUGMENTATION OF GROUND WATER BY RAINHARVESTING UNIT.

    -GIVING A NEW LIFE TO RIVER YAMUNA, THUS TO DELHI

    safe, sustainable

    and for all

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    CASE

    TRADITIONAL WATER MANAGEMENT SYSTEMS

    The traditional water harvesting strategies had

    effected an integration of storm and floodwater

    regulation, wastewater collection, drinking

    water supply and micro-irrigation. These wereLocation specific,

    Slope efficient,

    Gravitation based,

    Inexpensive and non extractive methods of

    harvesting the extremely limited fresh water

    supply, accessible to human use.

    Indian communities had perfected management

    of the natural watersheds of forests, hills and

    dales, using knowledge of the hydrological

    regimes and rhythms, water veins and aquifers,

    slope and lie of land, history and movement of

    rivers.

    Pushkarni at Loni

    Bhapkar

    Kunda with a well, Roti

    Aside from archaeological examples, water harvesting structures continue to be

    maintained by endogenous communities all over the country. Groundwater continues

    to be drawn from aquifers or palaeo channels in Rajasthan through bardi (shallow wells

    in depressions), tankas, khadin and johad (underground storage pits), kunds (cisternsin catchments), beris (wells on river beds).

    CONTINUING TRADITIONS AND TECHNOLOGIES:

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    CASE

    View of udaigiri caves showing a

    tank

    WATER SYSTEMS AT UDAIGIRI:

    Udayagiri consists of two hills joined together with a low ridge or a saddle. The hills are aligned

    northeast-southwest, forming a crescent-shaped pocket in the west with ancient

    The western end of the passage leads to a high embankment of a tank, two sides of which are

    formed by two sides of the northern hill divided by a valley. There are three other tanks and two

    major channels apart from minor drains forming four independent water systems at Udayagiri

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    CONTEMPORARY WATER MANAGEMENT

    SYSTEMS

    CASE

    Urban centers in India are facing an ironical

    situation today. On one hand there is the

    acute water scarcity and on the other, the

    streets are often flooded during the

    monsoons.

    * In areas where there is inadequate

    groundwater supply or surface resourcesare either lacking or insufficient, rainwater

    harvesting offers an ideal

    solution .

    * Helps in utilizing the primary source of

    water and prevent the runoff from going

    into sewer or storm drains, thereby

    reducing the load on treatment plants.

    Reduces urban flooding.

    * Recharging water into the aquifers help

    in improving the quality of existing

    groundwater through dilution

    This system is practiced on a large scale incities like Chennai, and Bangalore where

    rainwater harvesting is a part of the state

    policy. Elsewhere, countries like Germany,

    Japan, United States, and Singapore are also

    adopting rainwater harvesting.

    Rain water harvesting system

    advantages

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    The system consists of a

    collection tank, slow sand filtration,

    and a living systems

    componentwhich uses aquatic

    plants and fish to purify the water.

    The rainwater collection basin is

    located on the roof of the Farm

    Centre and integrated with the

    existing roof structure and

    drainage systems.An example of a Rainwater Harvesting

    System. This one isintegrated into the design of a home and yard

    Portland

    Parapet wall has been given

    corrugated profile to facilitate more

    quantity of rain flow to the gutter

    CASE

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    SITE

    DELHIINDIA

    CRITERIA FOR CHOOSING

    SITE:

    Proximity to river

    Better geology conditions

    HATHI SHALA,

    ADJACENT TO VIKAS

    MARG, NEAR ITO,

    DELHI

    SITE DETAILS:LOCATION: Hathi Shala, adjacent to Vikas Marg,

    near ITO, Delhi

    AREA: 1.2 sq km

    LANDUSE: Agricultural

    TOWARDS ITO

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    22 Km STRETCH OF

    YAMUNA ALONG

    DELHI

    THE RIVER

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    NAME OF STATE

    TOTAL CATCHMENT

    AREA IN YAMUNA (IN

    SQ. KM .)

    %AGE

    CONTRIBUTION TO

    THE SUPPLY

    Delhi 1485 0.4

    STATE SEGMENT CATERED BY YAMUNA AREA COVERED

    Delhi Wazirabad Barrage to

    Okhla Barrage

    (22 kms )

    YAMUNA & DELHI-the relationship

    The river bed area in Delhi is 97 sq km . The whole of it is

    coarse sand up to a depth o f 40m . This feature is the key

    to the r iverbed recharge capabi l i ty!!

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    Sources of Water in Delhi Delhi receives its water from 3 sources:

    A. Surface Water: 86% of Delhi's total water supply comes from surface water, namelythe Yamuna River, which equals 4.6% of this resource through interstate agreements.

    B. Sub-surface water: Rainey wells and tube wells. This source, which is met throughrainfall (approx. 611.8 mm in 27 rainy days), and unutilized rainwater runoff, is 193MCM (million cubic meters).

    C. Graduated Resources: It is estimated at 292 MCM, however current withdrawalequals 312 MCM. Salinity and over exploitation has contributed to depletion anddrastically effected the availability of water in different parts of the city. However,

    according to a report released by the Central Ground Water Board (GCWB), Delhi'sground-water level has gone down by about eight meters in the last 20 years at the rate ofabout a foot a year.

    PRESET SITUATIONSource: Delhi Jal Board SITE

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    WATER REQUIREMENT OF DELHI

    Delhi is experiencing increasing pressure to meet demand for its water

    resources.

    Growing urbanization, improvements in living standards, explodingpopulation are just some of the contributing factors.

    Average water consumption in Delhi is estimated at being 274 liters per

    capita per day (lpcd), the highest in the country.

    The large-scale extraction of groundwater is a result of this widening gap

    between the demand (830 mgd) and supply (650mgd) of water.

    And still worse, serious doubts are also being raised about both the quality

    and quantity of groundwater.

    The population of Delhi is expected to cross 220 lakhs by the end of2021.

    SITE

    The requirement of water

    conservat ion

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    HYDRO-GEOLOGY OF DELHI

    GEOLOGY OF

    DELHI

    BEDROCK LEVELS OF VARIOUS

    PARTS OF DELHIGEOLOGY OF SITE:

    ALLUVIALBED ROCK LEVEL OF SITE :

    35m SITENOTE : INDICATES THE SITE

    MONTHLY AVERAGES ACROSS

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    GROUNDWATER QUALITY OF

    VARIOUS BLOCKS OF DELHI.

    THE QUALITY IN THE AREA OF THE

    SITE IS CONSIDERED ALL RIGHT. SITE

    MONTHLY AVERAGES ACROSS

    CHOSEN YEARS FOR

    PRECIPITATION [PERIOD:FROM

    2001 TO

    2002],[UNITS:INTEGER,MM ]Month Average across years

    Jan 12.4

    Feb 11.95

    Mar 2.85

    Apr 13.8

    May 30.7

    Jun 60.35

    Jul 75.05

    Aug 176.5

    Sep 93.5

    Oct 1.95

    Nov 0.0

    Dec 4.85

    AVERAGE ANNUAL RAINFALL

    OF DELHI: 611mm

    PRESENT RUNOFF OF

    RAINFALL IN DELHI : 50%

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    WATER TABLE FLUCTUATION IN DELHI

    As can be compared from the data given above, the water fluctuation

    levels of Delhi is highly alarming. The situation is worsening due to exploitation of groundwater at a rate

    higher than the rate of its replenishment.

    Rain water harvesting is a boon for us in the given scenario.

    Recharging of groundwater from rain water harvesting can meet more

    than half of the citys supply demands. SITE

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    CATCH THE RAINWHERE IT FALLS

    THE CONCEPT

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    Financial

    Sustainability &

    AccountabilityOperational

    Efficiency

    Improved Services

    To the Poor

    Customer

    Orientation & HRDContinuous

    Supply

    Vision

    Environmental

    Sustainability

    THE CONCEPT

    , I I I

    The atharvaveda invokes mother earth to yield the life giving water to those of pure conduct andright means , and to punish water polluters in these words:

    An ideal solution to water problems in areas having inadequate water resources.The ground water level will rise.Mitigates the effects of drought & achieves drought proofing.Will reduces the runoff which chokes the storm water drains.Flooding of roads and low land areas will reduceQuality of water will improve.Soil erosion will be reduced.

    WHY RAINWATER??

    Using natural cleansersof water like fine sand,

    microbiotic culture.

    Usage of natural materials for rainwater

    filter chamber therefore cost of materials

    reduced

    Increase in ground water level.

    The level of river Yamuna increases.

    The system is devised to work on a

    pressure knob,.i.e. When the level of waterincreases the defined limit, the discharge of

    water into river stops

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    THE CONCEPT

    RAIN WATER FILTER

    CHAMBER

    CONCEPTUAL SKETCH OF THE PROPOSED

    RAIN WATER PIPES

    COLLECTING RAIN

    WATER FROM

    RESIDENTIAL AREA

    RIVER

    CLEAN WATER GETTING

    DISCHARGED INTO THE

    GROUND

    MAIN RAIN WATER

    PIPES

    SETTLEMEN

    T

    PRESENT

    SITUATION

    SITUATION AFTER

    IMPOSITION OF PLANT

    WATER RISING

    THROUGHCAPILLARY ACTION

    After saturation

    of ground

    MAININLET

    PRIMARY

    INLET

    GROUND LEVEL

    RAIN WATER

    COLLECTINGPIPE

    The pressure knobs get activated

    when the levels of water rises the

    defined limit and closes the valves

    of the rain water filter chamber for

    further flow of water.

    The water saturates

    the soil and thus

    recharges the river

    by capillary action

    PRESSURE

    KNOB SYSTEM

    River

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    THE CONCEPT

    ANALYSING THE NUMBER OF CISTERNS

    A suitable size of cistern was taken as 6 m diameter and 25 m depth.

    The size is considered suitable keeping in mind the bedrock levels of the area,i.e., 50 m deep.

    The number of cisterns has been calculated keeping the projected population in

    2021 in mind.

    Estimated population of Delhi in 2021 = 220 lakhs

    Present per capita per day water demand= 274 lcpd

    Total demand in 2021= 220,0,000 X 274= 6.02 X 109 litres.

    Volume of 1 cistern= 2826 X 103 litres

    Ideal no. of cisterns required = 6.02 X 109 / 2826 X 103 = 2130

    No. of cisterns in our site= 97

    GROUND LVL

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    RAIN WATER FILTER CISTERN

    25m

    Dia: 6m

    MAIN

    INLET

    Dia : 1m WATER

    GRAVEL

    (5m thick

    layer)

    FINE SAND ( 8 m

    thick layer)

    WATER

    PERCOLATIN

    G

    OUTLET

    PORES

    MATERIAL :

    GI

    THE DESIGN

    MICROBIOTIC

    CULTURE is

    added to naturally

    clean the water and

    the tank , thereby

    reducing the cost

    of maintenance

    GROUND LVL

    5m

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    THE DESIGN

    THE DESIGN

    THE DESIGN HAS TRIED TO INCORPORATE BOTH THE PRINCIPLES OF

    RAINWATER HARVESTING AND WASTE WATER MANAGEMENT.

    THE CISTERNS ARE CONNECTED TO THE RAINWATER HARVESTING

    UNITS OF THE BUILT UP AREAS IN VICINITY THROUGH A NETWORK OF

    PIPES. THE WATER PERCOLATED BY THE CISTERN (EQUAL TO THE

    VOLUME OF THE CISTERN) ADDS TO THE GROUNDWATER. TYHIS

    SATURATES THE SOIL AND THUS RECHARGES THE RIVER THROUGH

    UPWARD CAPILLARY ACTION.

    THE PARKING AREA IS SLOPED TOWARD THE RIVER. TREES WITH

    CRESCENT SHAPED LANDSCAPE HOLDING AREA.

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    A LANDSCAPED AREA HAS BEEN

    DEVELOPED IN THE AREA WHICH UTILIZES

    THE WASTE WATER FROM THE BUILT UP

    AREA. THE WASTE WATER IS FILTEREDTHROUGH A FILTER TANK ABOVE GROUND.

    THE WATER CHANNEL THUS FLOWS AND ADDS TO THE LANDSCAPE

    AESTHETICS, ULTIMATELY FLOWING INTO THE RIVER.

    THE DESIGN

    THE PLAN OF THE SITE IS ENCLOSED IN A DRAWING

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    THE DESIGN

    THE CENTRAL O.A.T.

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    EFFICIENCY OF THE DESIGN

    WITH RESPECT TO WATER SUPPLY:

    1. QUALITYOFTHEWATERSUPPLYWILLIMPROVE

    2. THEREISSCOPEOFEQUALDISTRIBUTIONANDALSOBULKSUPPLYISA

    BOON

    3. ITWILLADDTOTHEEXISTINGWATERTRANSMISSIONSYSTEM4. THEREAREREDUCEDHEALTHRISKSDUETOBETTERQUALITY

    MONITORING.

    5. ITISCOSTEFFICIENTASTRADITIONALMETHODSOFPURIFICATION

    HAVEBEENINCULCATED. THISWOULDENSURETHATTHESYSTEMIS

    POCKET- FRIENDLYFORTHEPOOR.

    WITH RESPECT TO ENVIRONMENTAL IMPACT:

    1. REDUCED POLLUTION AND CONTAMINATION OF RIVER YAMUNA

    2. BETTER CONTROL AND MANAGEMENT OF ENVIRONMENTAL ISSUES DUE

    TO EFFECTIVE MONITORING THE DESIGN

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    ACKNOWLEDGEMENTS

    1. CASE STUDIES:

    a. Traditional Water Management Systems of IndiaEdited by:

    Kalyan Kumar Chakravarty

    Gyani Lal Badam

    Vijay Paranjpye

    b. www.rainharvesting.org

    2. DELHI JAL BOARD

    3. INTERNET BASED SEARCH:

    a.www.indiawaterportal.orgb.www.rainharvesting.org

    c.Google search

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    THANK YOU

    -BY

    SAKSH I JAIN , SURUCHI SHAH