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    Rainwater Harvesting

    EVR 5332 Integrated Solutions forWater in Environment and

    Development

    November 5, 2007

    John Stiefel Research AssistantGlobal Water for Sustainability (GLOWS) Program

    Florida International University

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    Rainwater harvesting (RWH):

    = the collection and storage of rainwater insurface or sub-surface reservoirs, therebyreducing water losses to runoff and evaporation

    (1) the direct capture and storage of rainwater for future humanuse

    (2) manipulation of the landscape to slow and harness runofffrom rainfall

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    Rainwater harvesting in arid areas

    Map courtesy of United States Geographical Surveyhttp://pubs.usgs.gov/gip/deserts/what/world.html

    http://pubs.usgs.gov/gip/deserts/what/world.htmlhttp://pubs.usgs.gov/gip/deserts/what/world.html
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    RWH in highly seasonal climates

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    INDIA:the worldsleader in

    RWH

    http://images.google.com/imgres?imgurl=http://www.cnn.com/2000/ASIANOW/south/08/01/india.rain.ap/story.india.rain.jpg&imgrefurl=http://www.cnn.com/2000/ASIANOW/south/08/01/india.rain.ap/index.html&h=168&w=220&sz=12&hl=en&start=33&tbnid=xShvySCY-MRxvM:&tbnh=82&tbnw=107&prev=/images%3Fq%3Drain%2Bindia%26start%3D18%26ndsp%3D18%26svnum%3D10%26hl%3Den%26lr%3D%26sa%3DN
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    Rooftoprainwaterharvesting

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    Anicut

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    Anicut

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    Nadi / Johad

    Source: adapted from Sukhija et al., 2005

    T k

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    Tanka

    L d b di / il b di

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    Land bunding / soil bunding

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    RWH is a technology that can be applied in bothurban and rural areas

    Several RWH approaches have been used and

    many may be climate or eco-region specific

    RWH can be implemented and managed at

    various levels City level

    Village level

    Household level

    RWH in an IWRM context

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    Many international organizations and

    governments are promoting RWH as astrategy for improving access to watersupply

    Example: seasonal variability in water supply

    RWH is being applied to demonstratecorporate social consciousness and as asolution to conflicts Example: groundwater mining

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    The case of

    Coca-Cola Environmental and

    social problems in India;

    intense use ofgroundwater

    Criticism on the basis ofclaims that thecompany is depletinggroundwater resourcesto make Coke 9L of water = 1L of Coke

    Many people are angry

    and want Coke out ofIndia

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    Coca-Colas response

    In June 2002, began implementing RWH as awater conservation program Specific objective was to increase groundwater

    recharge

    By 2006, had RWH programs at 26 bottlingplants in India and in 9 communities

    Claim to have harvested 1.65 million m3rainwater in 2005 Amount corresponds

    to 56% of groundwaterwithdrawn by Coke inthat year

    Plans to expand RWHinitiatives throughout IndiaSource: BusinessWeek 2/10/2003

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    Considerations:

    Rooftop rainwaterharvesting

    Pros and cons? Pros:

    Can provide a clean watersource, especially in urban

    areas Can decrease urban

    flooding

    Groundwater recharge

    increased through artificialrecharge

    Cons:

    Should not be a substitutefor a solution to problemsof surface water quality

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    Considerations:

    land and soilbunding

    Pros and cons? Pros: Decreases runoff and

    makes water available for

    agriculture Cons:

    Causes majormodifications to the way

    water moves through thelandscape

    Could deplete surfacewater resources in

    downstream areas

    C id ti RWH f

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    Considerations: RWH forgroundwater recharge

    Pros and cons? Pros:

    Can recharge shallowaquifers

    Cons: Traditional RWH doesnt

    recharge water indeeper, confinedaquifers

    Downstream impact

    Few scientific studieshave actually examinedthe effectiveness ofRWH for groundwaterrecharge

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    SUMMARY RWH is an old technique used to capture and store

    water for human use

    Used to improve access to water supply especially inarid regions or highly seasonal climates

    Cost-effective and applicable at many scales;decentralized in nature

    Needs to be considered alongside other approaches for

    water supply and storage, and in an IWRM context

    A need more information on the groundwater rechargedynamic of RWH.

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    THE EFFECTIVENESS OF RAINWATER HARVESTING FORTHE ARTIFICIAL RECHARGE OF GROUNDWATER IN THE

    WAKAL RIVER BASIN, INDIA

    John M. Stiefel Research Assistant

    Global Water for Sustainability (GLOWS) Program

    Florida International University

    Masters Thesis Research

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    Study Area

    The Wakal River Basinoriginates at an altitudeof 762 m in the Aravalli

    Hills of southernRajasthan

    Catchment area of 1,625km2

    Source of the greaterSabarmati River Basin

    Trans-boundary riverflowing 371 km throughRajasthan and Gujaratbefore discharging into the

    Arabian Sea

    W t S it i R j th

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    Increasing demand for water has led to over-exploitation of the groundwater resources Only 32 of the 236 blocks (sub-districts) in

    Rajasthan are categorized as safe, with respect totheir groundwater resources

    General decline in the water table Increase in groundwater quality problems

    Groundwater is the primary source ofreliable water supply in Rajasthan 90% of the drinking water and 60% of water

    used for irrigation

    Water Scarcity in Rajasthan

    Rajasthan is Indias driest and mostdrought prone state 10% of Indias geographic area, along with 5%

    of its population, yet it contains only 1% of the

    nations total surface water resources

    K l d G

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    Knowledge Gap

    Rajasthan and Gujarat have been at the center of a majorgrassroots mass movement to revive rainwater harvesting for thelast two decades.

    Recent government investments to promote rainwater harvesting.

    A lack of technical evaluations of RWH has prevented theseinvestments to be properly scrutinized

    Many RWH structures are built without a clear understanding of their hydrologicimpact

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    Research Objectives

    Research Objectives:1. To contextualize the rainwater harvesting efforts in the

    larger hydrologic context2. To quantify the amount of artificial recharge added to

    groundwater supplies

    3. To determine the impact of artificial recharge on thequality of groundwater.

    Research Goal: to assess the

    effectiveness of rainwaterharvesting for the artificialrecharge of groundwater in the

    Wakal River Basin, India

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    Research Objectives

    Research Objectives:1. To contextualize the rainwater harvesting efforts in the

    larger hydrologic context2. To quantify the amount of artificial recharge added

    to groundwater supplies

    3. To determine the impact of artificial recharge onthe quality of groundwater.

    Research Goal: to assess the

    effectiveness of rainwaterharvesting for the artificialrecharge of groundwater in the

    Wakal River Basin, India

    St d Sit

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    UPPER PortionLOWER Portion

    Study Sites

    Nadi:medium-large earthen damAnicut:small-medium masonry dam

    St d Sit

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    Study Sites

    Anicut Anicut

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    Methods

    Field Methods:

    Groundwater tracers Groundwater level measurements

    Groundwater quality measurements

    Reservoir Mapping

    Analytical Methods:

    GIS analysis tools

    Geochemical mixing models

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    Results & Discussion

    Impact of Artificial Recharge on Groundwater Supplies

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    Artificial Recharge Lower Portion Upper Portion

    Depth (mm) 94 107

    Area of Influence (m2) 50,000 250,000

    Volume (m3) 4,682 26,659

    Impact of Artificial Recharge on Groundwater Supplies

    How much artificial recharge is added to groundwater?

    Impact of Artificial Recharge on Groundwater Supplies

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    Artificial Recharge Lower Portion Upper Portion

    Depth (mm) 45 44

    Area of Influence (m2

    ) 37,600 44,300Volume (m3) 1,701 1,958

    Impact of Artificial Recharge on Groundwater Supplies

    Impact of Artificial Recharge on Groundwater Supplies

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    StudySite

    RWHStructure

    Area ofInfluence

    (m2)

    2006 Rateof ArtificialRecharge(mm/yr)

    Jharapipla JP.Dam 250,000 107

    50,000

    44,300

    37,600

    Jharapipla LY.ANI 94

    Godawara GD.ANI 44

    Godawara GD.ANI(2) 45

    Impact of Artificial Recharge on Groundwater Supplies

    ArtificialRecharge

    (m3)

    4,682

    1,958

    1,701

    Implication: the amount of artificial recharge can varysignificantly between similar anicutslocated a mere 10 kmapart

    Artificial Recharge in Context of Rural Water Supply

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    Artificial Recharge in Context of Rural Water Supply

    Study SitePortionof Site

    ArtificialRecharge

    within Areaof Influence

    (TCM)

    ApproximateTotal Annual

    Withdrawal withinthe Study Area

    (TCM)

    Upper Portion(JP.Dam)

    26.7 60.1

    Lower Portion(LY.ANI)

    4.7 43.7

    Upper Portion(GD.ANI)

    2.0 15.0

    Lower Portion(GD.ANI(2))

    1.7 15.2Godawara

    Jharapipla

    *TCM = thousand cubic meters

    Artificial recharge vs. withdrawal

    Larger Nadiaugments 44% of 2006groundwater withdrawal

    Smaller Anicutsaugment between 11-13% of 2006 groundwater withdrawal

    11.2%15.21.7Lower Portion(GD.ANI(2))

    13.0%15.02.0Upper Portion(GD.ANI)

    Godawara

    10.7%43.74.7Lower Portion(LY.ANI)

    44.3%60.126.7Upper Portion(JP.Dam)

    Jharapipla

    Artificial Rechargeto Groundwater

    Withdrawal Ratio

    ApproximateTotal Annual

    Withdrawal withinthe Study Area

    (TCM)

    ArtificialRecharge

    within Areaof Influence

    (TCM)

    Portionof Site

    Study Site

    Implication: artificialrecharge compensates a

    significant portion ofannual groundwaterwithdrawal

    Impact of Artificial Recharge on Groundwater Quality

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    Impact of Artificial Recharge on Groundwater Quality

    Chloride(mg/l)

    Sulfate(mg/l)

    Fluoride(mg/l)

    ElectricalConductivity

    (S/cm)

    Alkalinity(CaCO3)

    (mg/l)

    TotalHardness(CaCO3)

    (mg/l)

    CalciumHardness(CaCO3)

    (mg/l)

    MagnesiumHardness(CaCO3)

    (mg/l)

    TotalDissolved

    Solids(mg/l)

    Turbidity(NTU)

    ReceivesArtificialRecharge

    Mean 82.8 37.0 0.3 800.0 244.3 185.0 128.0 57.0 455.0 1.3

    (JP.DW3,LY.DW1)

    S.E. 6.1 11.0 0.1 27.5 7.9 9.0 5.9 4.4 29.9 0.2

    NoArtificialRecharge

    Mean 102.7 55.3 0.8 866.8 236.2 251.3 158.7 92.7 466.7 5.3

    (JP.UW1,GD.UW2,GD.DW2)

    S.E. 21.1 14.0 0.3 86.9 30.9 28.1 16.0 12.9 39.2 0.8

    How does artificial recharge effect groundwater quality?

    Impact of Artificial Recharge on Groundwater Quality

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    p g Q y

    Chloride(mg/l)

    Sulfate(mg/l)

    ElectricalConductivity

    (S/cm)

    Receive Artificial Recharge Mean 96.6 6.0 827

    JP.DW2, JP.DW3, LY.DW0,

    LY.DW1, LY.DW2, LY.DW3,GD.DW0, GD.DW3,GD.DW4 S.E. 10.8 0.5 32

    No Artificial Recharge Mean 109.1 11.8 939

    JP.UW1, JP.DW5, JP.DW4,GD.UW2, GD.DW2,GD.DW6 S.E. 10.8 1.0 28

    The water quality pattern is maintained forthe larger data set.

    An ANOVA on this data reveal that thereis a significant difference (p

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    Conclusions

    Groundwater supply: Artificial recharge compensates a significant

    portion (11-44%) of annual groundwaterwithdrawal

    The amount of artificial recharge can varysignificantly between similar anicutslocated amere 10 km apart

    Groundwater quality: Artificial recharge improves groundwaterquality through the dilution of many chemical

    constituents

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    QUESTIONS?