water design competiion sakshi jain suruchi shah delhi 1217852243819833 9
TRANSCRIPT
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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