Extreme data points captured are usually treated as outliers … · 2014. 11. 13. · Neither...

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Neither captures diurnal changes e.g. Dissolved Oxygen Extreme data points captured are usually treated as outliers Model Calibration Challenges due to sparse sampling points Response of watershed to different types of precipitation Traditional Sampling Limitations (grab sampling, event sampling) 0 100 200 300 400 500 Jun/11 Jul/11 Aug/11 Sep/11 Oct/11 Date Total Suspended Solids (mg/L)

Transcript of Extreme data points captured are usually treated as outliers … · 2014. 11. 13. · Neither...

  • Neither captures diurnal changes – e.g. Dissolved Oxygen

    Extreme data points captured are usually treated as outliers

    Model Calibration – Challenges due to sparse sampling points

    Response of watershed to different types of precipitation

    Traditional Sampling Limitations

    (grab sampling, event sampling)

    0

    100

    200

    300

    400

    500

    Jun/11 Jul/11 Aug/11 Sep/11 Oct/11

    Date

    To

    tal

    Su

    sp

    en

    ded

    So

    lid

    s

    (mg

    /L)

  • Exploring options to bridge the gaps!!

    Using multi-parameter water quality sondes

    Measuring key indicator parameters

    Longer deployments – perhaps year-round

    pH

    Dissolved oxygen

    Turbidity

    Conductivity

    Chloride

    Water level

    Water temperature

  • What is Real-Time Water Quality Monitoring

    Hydrolab

    Data Logger

    Cellular network

    Database

    Happy water

    resources tech!

  • Solar panel

    Hydrolab

    Equipment

    enclosure

    Housing pipe

    (exchanged monthly)

    Battery

    Modem

    Data logger

  • Funded by the Region of Peel under Climate Change Program

  • Credit River in Orangeville

    Installed:

    August 2012

    Catchment:

    Urban: 45%

    (Orangeville)

    Rural: 36%

    Natural: 17%

    Features:

    • d/s of Island

    Lake

    • d/s of Town of

    Orangeville

    • d/s of waste

    water treatment

    plant

  • Installed:

    October 2013

    Catchment:

    Rural: 44%

    Urban: 28%

    (Orangeville,

    Caledon)

    Natural: 23%

    Features:

    • WQ entering

    the Niagara

    Escarpment

    Credit River at Cataract Falls

  • Installed:

    February 2010

    Catchment:

    Rural: 33%

    Urban: 20%

    (Orangeville,

    Georgetown,

    Brampton)

    Natural: 18%

    Features:

    • WQ of Credit

    before City of

    Mississauga

    Credit River at Old Derry Road

  • Installed:

    March 2011

    Catchment:

    Rural: 42%

    Urban: 36%

    (Orangeville,

    Georgetown, Brampton,

    Mississauga)

    Natural: 21%

    Features:

    • WQ of entire Credit

    watershed

    • City of Mississauga

    • Data used for Lake

    Ontario modeling

    Credit River at Mississaugua Golf and Country Club

  • Installed:

    October 2013

    Catchment:

    Rural: 52%

    Natural: 23%

    Urban: 22%

    (Erin, Hillsburgh)

    Features:

    • Most pristine

    WQ

    • Potential

    development

    in Erin and

    Hillsburgh

    West Credit River at Belfountain CA

  • Installed:

    September 2013

    Catchment:

    Urban: 30%

    (Acton and

    Georgetown)

    Rural: 29%

    Natural: 29%

    Features:

    • Drains part of

    Niagara

    Escarpment

    • d/s waste water

    treatment plants

    (Acton and

    Georgetown)

    Silver Creek at Willow Park

  • Installed:

    September 2013

    Catchment:

    Rural: 67%

    Urban: 25%

    (Brampton)

    Natural: 8%

    Features:

    • WQ pre- and

    post-

    residential

    development

    Huttonville Creek at Lionhead Golf and Country Club

  • Installed:

    November 2013

    Catchment:

    Rural: 56%

    Urban: 37%

    (Brampton,

    Mississauga,

    Halton Hills)

    Natural: 7%

    Features:

    • WQ pre- and

    post- industrial

    and residential

    development

    Levi Creek at Derry Road

  • Installed:

    July 2011

    Catchment:

    Urban: 69%

    (Brampton)

    Rural: 27%

    Natural: 4%

    Features:

    • WQ post-

    intensive

    residential

    development

    • Developments

    with and without

    SWM/WQ

    control features

    • Redside Dace

    Fletcher’s Creek at Second Line

  • Installed:

    November 2013

    Catchment:

    Urban:89%

    (Mississauga)

    Rural: 9%

    Natural: 2%

    Features:

    • Drains into

    Rattray Marsh

    • Highly

    urbanized

    • No SWM or

    WQ control

    features

    Sheridan Creek at Clarkson Road

  • Installed:

    September 2010

    Catchment:

    Urban: 87%

    (Mississauga)

    Rural: 10%

    Natural: 3%

    Features:

    • Residential

    development

    with no SWM

    or WQ control

    features

    Cooksville Creek at King Street

  • Over to Amanjot