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Witt Man

Apr 03, 2018

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  • 7/28/2019 Witt Man

    1/19

    Advanced Models of Bank

    Filtration andStream/AquiferInteraction

    Jack Wittman, Ph.D., CGWPIUPUI/WHPA, Inc.

    Bloomington, Indiana

  • 7/28/2019 Witt Man

    2/19

    Outline Why are we interested in

    RBF? What have we learned from

    field investigations?

    What aspect(s) of RBFprovide the regulatorychallenge?

    Model or measure?Model and measure?

    What is the next challenge?

  • 7/28/2019 Witt Man

    3/19

    Why RBF?

    Surface water quality

    variability Lower cost than straight

    SW treatment

    Treatment effects arecredited in LT2ESWTR

    Pharmaceutically activecompounds

    RBF enhances well yield and

    improves water quality

  • 7/28/2019 Witt Man

    4/19

    RBF in the US and Europe

    European RBF

    line of wells alongshore line

    vertical wells

    pumping ~500 gpm primary purpose is

    treatment

    long history ofapplication

    US RBF

    clusters of verticalsor collector wells

    horizontal wells that

    pump several MGD Historically the

    purpose has been

    high yield Relatively short

    history (1940s), fewmunicipal

    applications

  • 7/28/2019 Witt Man

    5/19

    Field Investigations AWWARF funded research

    Gollnitz and others Great Miami River, OH

    Flow path study showed that water qualityimproves most at the stream/aquiferinterface

    Hubbs and others Ohio River, Louisville KY

    Found that the hydraulics of the systemwere altered by pumping (clogging) thatdetached water table from River

    Jasperse and Constanz Russian River Heat can be used to estimate travel time

  • 7/28/2019 Witt Man

    6/19

    Field Investigations

    (continued) Verstraeten and others pharmaceutically

    active compounds can move from surfacewater to wells (German and US research)

    Massmann and others tritium/helium age

    dating indicated that the water in a BerlinRBF system is a mix of ages.

    Levy and others water quality improved

    when stream detached from aquifer Maxwell and others transport modeling and

    analysis is possible in natural settings but

    only along stream lines

  • 7/28/2019 Witt Man

    7/19

    Field Investigations

    (continued)

    Bouwer and others RBF is an effectivepretreatment step for DBP control

    Effective for controlling DBP formation infinished water

  • 7/28/2019 Witt Man

    8/19

    Field Investigations have

    shown:

    3 to 4 log removal of pathogens is common

    Effective for:

    PhAC

    DBP Blue-green algae

    Risk depends on the setting and the qualityof the source water

  • 7/28/2019 Witt Man

    9/19

    Regulatory Issues

    Regulatory perspective is

    naturally conservative The major risks:

    scour of the river bed

    short travel times

    coarse deposits in aquiferbetween river and well

    poor water quality associatedwith breakthroughs ofpathogens

    Assume no removal atinterface

  • 7/28/2019 Witt Man

    10/19

    Risk and Regulation

    Regulations focus on risk LT2 requires data

    Data is variable

    Sites are variable

    Uncertainty and complexity

    Emphasis is on minimumtime between river and wells

    Modeling may help make

    decisions

  • 7/28/2019 Witt Man

    11/19

    Modeling Issues

    Stream-aquifer interactions are 3-D and

    locally variable Seasonal variability in pumping and river

    stage alter flows

    RBF systems (especially high capacitycollector wells) have regional effects

    Need insight into the velocity distribution not the minimum time

  • 7/28/2019 Witt Man

    12/19

    Analytic Element Model

    Modeling collector wells with MODFLOW is a

    difficult task Model developed that simulates horizontal

    collector wells near streams (Bakker, Kelson

    and Luther, 2005) Analytic line elements that are quasi 3-D in a

    heterogeneous aquifer

    Published in Groundwater and used inSonoma County, St. Joseph, Missouri, DesMoines, Iowa, and Pine Bluff, Arkansas and

    Terre Haute, Indiana

  • 7/28/2019 Witt Man

    13/19

    Sonoma County, California Collector wells along

    the Russian River

    Population growthrequires additionalcapacity

    Not much land in alimited area

    Evaluate newcollector welltechniques

  • 7/28/2019 Witt Man

    14/19

    Sonoma County

    r

    rr

    rr

    #

    $Z

    $Z

    $Z

    $Z

    $Z$Z

    $Z

    $Z

    $Z

    $Z

    $Z

  • 7/28/2019 Witt Man

    15/19

    Sonoma County

    Original Proposed

    Same pumping rate in each

    butdiminishing returns onadditional length

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    16/19

    Des Moines, Iowa New well field needed

    to accommodategrowth (10+ MGD)

    Collector wells along

    Des Moines River How many wells?

    How much water?

    Water Quality

  • 7/28/2019 Witt Man

    17/19

    Des Moines, Iowa DMWW coordinated

    the hydrogeologicinvestigation

    WHPA helped in the

    aquifer testing and theinterpretation

    regional 2-d model

    local 3-d models

    aquifer yield

    water quality

  • 7/28/2019 Witt Man

    18/19

    Lateral Layout Comparisons

    1.2

  • 7/28/2019 Witt Man

    19/19

    Where do we go from

    here? Improvements in the 3-D model for simulation of

    semi-confined flow

    Continuing project in Sonoma Countyevaluating residence time distributions

    Original Proposed