new zealand; are rain tanks (rain barrels) part of the answer

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  • 8/3/2019 New Zealand; Are Rain Tanks (Rain Barrels) Part of the Answer

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    Jeremy Gabe, Landcare Research

    with input from Sam Trowsdale, Eva Vesely, Nalanie Mithraratne, Sumita Ghosh, Robert Vale and Robyn Simcock

    Are Rain Tanks Part of the Answer?

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    Why do we need to consider rain tanks?

    Natural resource constraints

    Flood risk management

    Degradation of natural urban waters

    Economic efficiency

    NO CONSTRAIN T FUTU RE SHORTAGES SHORTA GESPubl ic Good Dem and Managem ent Regulat ions

    (AT COST) (e.g. METERING) (USE RESTRICTI ONS)

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    LIUDD Research Questions on Rain Tanks

    How much water can rain tanks supply?

    What barriers prevent the use of rainwater inurban areas?

    Can rain tanks reduce infrastructure costs?

    Do rain tanks reduce impacts on natural urbanecosystems?

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    Water Supply How Much?

    Typical roofareas (m)

    Total water collectionfrom roof (m/ annum)

    100 m 112

    150 m 168

    200 m 224

    250 m 280

    Using Average Annual Rainfall for Auckland Region: 1244 mm

    Sources: Vale and Ghosh (2006); Mithraratne and Vale (2007)

    Rainwater Supply Potential

    Current consumption = 240 m3/yr

    No piping leaks = 211 m 3/yr

    Demand Management viatechnical interventions = 180 m 3/yr

    Household Consumption Averages(Auckland City)

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    Water Supply How Much?Auckland low-rise commercial building: Empirical study (2006)

    Source: Trowsdale et. al (2007)

    792

    726

    Potable Water

    ToiletFlushing

    170390

    ~356

    Loss

    1352

    2376

    CITY SUPPLY

    Roof

    Raintanks

    RAINRAIN

    CityStormwater

    CitySewerage

    668

    Glasshouse

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    Water Supply - Barriers

    Toilet Flushing

    Irrigation (e.g. Lawn/Garden)

    Laundry/Clothes Washing

    Levelofsta

    tutory

    responsib

    ility

    High

    None

    Sources: Vesely et al. (2005); Eason (2007)

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    Water Supply Raintank Design

    Leaf guards

    First Flush Diverters

    Regular Maintenance

    Filtration/Treatment(for potable supplies)

    Graphic: BRANZ

    Graphic:MinistryofHealth

    Source: Eason (2007)

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    Reducing Infrastructure Costs - FinancialDevelopment Scale Empirical Study (Key devices were Rain Tanks)

    0

    (+0%)

    40,000

    (+6%)

    0

    (+0%)

    24,000

    (+4%)

    Difference (LIWS-C)

    612,000661,000612,000643,000Low Impact

    with water savings (LIWS)

    612,000621,000612,000619,000Conventional (C)

    10%3.5%10%3.5%Discount Rate

    100 years50 years

    Life Cycle Costing Conventional vs. LIUDD

    Cost Savings New Costs Unquantified Benefits

    Reduced downstream SW upgrade Rain tanks (design, procurement, installation) Innovation capacity

    Reduced household mains water Future technical flexibilityconsumption

    Source: Vesely et al. (2005)

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    Reducing Infrastructure Costs - Financial

    Concrete rain tank + Mains + DM

    Plastic rain tank + Mains + DM

    Status Quo(Mains without DM)

    Mains + DM (no rain tank)

    Plastic rain tank + DM

    Concrete rain tank + DM

    Source: Mithraratne and Vale (2007)

    Household Scale Modelling water supply alternatives

    DM = Demand Management technologies

    (e.g. Low-flow fixtures)

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    Reducing Costs Non-Financial

    Source: Mithraratne and Vale (2007)

    Household Scale Greenhouse Gas Emissions

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    Reducing Costs Non-Financial

    Source: Mithraratne and Vale (2007)

    Household Scale Energy

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    Reducing Impacts on Urban Ecosystems

    Source: Trowsdale et. al (2007)

    792

    726

    Potable Water

    ToiletFlushing

    390170

    ~356

    Loss

    1352

    2376

    CITY SUPPLY

    Roof

    Raintanks

    RAINRAIN

    CityStormwater

    CitySewerage

    668

    Glasshouse

    Key Mechanism = Capture & Diversion of Stormwater

    Actual Performance Potential Performance(All Water Supply met by Rain Tank)

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    Reducing Impacts on Urban Ecosystems

    Source: Trowsdale et. al (2007)

    Key Mechanism = Capture & Diversion of Stormwater

    Actual Performance Potential Performance(All Water Supply met by Rain Tank)

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    Reducing Impacts on Urban Ecosystems

    Source: Trowsdale et. al (2007)

    Other Beneficial Uses of Captured Rainwater

    Potential Performance(All Water Supply met by Rain Tank)

    Groundwater Recharge

    Addison Development, Papakura

    Urban stream baseflowsupplementation

    Self-watering gardens

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    Summary

    Most NZ urban areas are able to meet theirresidential and commercial building waterconsumption with a rain tank

    Water quality improvements can be obtained through

    best practice design and maintenance

    At the development scale, installation of rain tanks iscurrently cost-neutral, with the potential to deliver

    innovation and flexibility for future challenges

    At the household scale, water supply from rain tankscosts less than mains delivery, but a hybrid system is

    most expensive

    The ecological benefit of rain tanks is dependent onthe amount of draw down (consumption)