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Multiphase Extraction for Soil and Groundwater Remediation

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Bulk liquid if insoluble (LNAPL or DNAPL) Adsorb to soil particles. Vapor phase in soil gas ... To effectively remediate the environment from a chemical spill, ... – PowerPoint PPT presentation

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Title: Multiphase Extraction for Soil and Groundwater Remediation


1
Multiphase Extraction for Soil and Groundwater
Remediation
  • Nick Swiger
  • Spring 2007

2
Introduction
3
Contaminant Releases
  • When a contaminant is released into the
    environment, it will partition into four phases.
  • Bulk liquid if insoluble (LNAPL or DNAPL)
  • Adsorb to soil particles
  • Vapor phase in soil gas
  • Dissolve into soil moisture
  • To effectively remediate the environment from a
    chemical spill, all phases will need to be
    recovered.
  • Types of remediation systems have greatly evolved
    in last 20 years as everyone is always looking
    for a more effective and efficient process.
  • Multiphase extraction is a relatively new
    enhancement to soil vapor extraction.

4
What is Multiphase Extraction?
  • Extractions of multiple phases of fluids from the
    subsurface.
  • Fairly recent enhancement for the increased
    recovery and efficiency (in right subsurface
    conditions) of Soil Vapor Extractions.
  • Two Types
  • Dual Phase Extraction (Not focused on in
    paper/presentation)
  • Extraction of multiple phases of fluids utilizing
    separate pumps and conduits. For example,
    installing a submersible pump in a well to lower
    the elevation of the groundwater to enhance an
    existing soil vapor extraction system.
  • Multiphase Extraction
  • Extraction of multiple phases of fluids utilizing
    one pump and one conduit.

5
Typical Schematic of Multiphase Extraction
6
Multiphase Extraction vs. Soil Vapor Extraction
  • Both vapor and hydraulic conductivity are a
    function of moisture content in the vadose zone.
  • Vapor conductivity decreases with increasing
    moisture content.
  • With many chemical releases, they will migrate
    vertically until a lower permeability unit is
    reached or the surface of the saturated soil is
    reached (capillary fringe above the groundwater).
  • Chemicals with a lower density than water (LNAPL)
    with stop at the saturated soil.
  • Chemicals with a higher density than water
    (DNAPL) with stop at a lower permeability unit or
    force balance (i.e. capillary, hydrostatic, etc.)

7
Multiphase Extraction vs. Soil Vapor Extraction
cont.
  • In both cases, the areas typically with the
    majority of the contaminants have a high moisture
    content.
  • The decreased vapor conductivity in the areas
    with the majority of the contaminants makes soil
    vapor extraction less efficient.
  • The increased moisture content also limits the
    mass transfer of contaminants from the liquid
    phase to vapor phase.

8
Multiphase Extraction vs. Soil Vapor Extraction
cont.
  • The mass transfer limited systems are less
    efficient than flow limited systems.
  • Mass transfer in high moisture content dominated
    by Henrys Law
  • KH Cv/Cl (conc. vapor/conc. liquid)
  • Exponential Decrease vs. Linear Decrease

9
Multiphase Extraction vs. Soil Vapor Extraction
cont.
  • By the removal of multiple phases of fluids it
    forces systems to be flow limited.

Monthly Mass Removed
Time
10
Typical Uses of Multiphase Extraction
  • As with soil vapor extraction, the volatile
    compounds that tend not to adhere to the soil are
    amenable to multiphase extraction. The following
    chemical properties are typically used for
    indicators.
  • Relatively low distribution coefficient (ratio of
    concentration in soil to concentration in liquid)
  • Kd Cs/Cl
  • Relatively high vapor pressure (pressure exerted
    by vapor in equilibrium with bulk fluid)
  • Indicative of the compounds volatility or
    tendency to exist in gaseous phase.
  • Multiphase extraction is most efficient in porous
    media with moderate permeability allows removal
    of both phases with the greatest remedial
    influence.
  • Highly permeable media, the dominant phase
    removed will be water and there will be less
    influence on the soil gas. Near the aquifer,
    mostly groundwater removed with very little soil
    gas.
  • Low permeable media, the dominant phase removed
    will be gas, but the water will have much less
    influence. Near aquifer, there will be much
    drawdown, with little influence on the vadose
    zone.

11
Contaminant Removal with Multiphase Extraction
  • Phase removal can be accomplished by two
    mechanisms
  • Overcoming hydrostatic pressure (static lift)
  • Entraining the liquids in the vapor
  • Dependant on vapor velocity

12
Contaminant Removal with Multiphase Extraction
  • For the static lift/hydrostatic pressure, the
    vacuum applied must be able to lift the most
    dense phase fluid (water with an LNAPL spill and
    contaminant with a DNAPL spill) to the surface
    and overcome major and minor losses.
  • P ?gh (h height of lift head loss)

13
Contaminant Removal with Multiphase Extraction
  • For the liquid to be removed via vapor
    entrainment, the vapor velocity forces drag (Fd)
    and vapor surface forces (Fv) must overcome
    gravity forces (Fg)
  • Fg lt Fd Fv
  • Fg ?wVg mg
  • Fd 0.5Cd ?av2A
  • Fv ?aAv2

14
Contaminant Removal with Multiphase Extraction
  • Three different schemes of multiphase flow in
    well (based on velocity of the vapor)

15
Multiphase Extraction Operations
  • Two extraction configurations are typically
    utilized and are based on the location of the
    applied vacuum.
  • Vacuum can be applied down in the well with the
    use of a stinger or drop tube.
  • Vacuum can be applied to the top of the well.

16
Multiphase Extraction Operations
  • The stinger tube configuration would be most
    applicable very near or at the water table.
  • The vacuum configuration would be more applicable
    the high moisture content soil in the vadose zone

17
Multiphase Extraction Operations
  • The fluid removal is provided by a fan,
    compressor blower, or pump depending on the
    subsurface conditions (i.e. flow rate needed,
    vacuum needed, etc.).
  • With all fans, blowers, and compressors the fluid
    stream must be routed through a tank, commonly
    called a knockout tank, as they are not designed
    for liquid movement.
  • Liquid ring pumps do not need to have a knockout
    tank designed for multiple phase fluids.

18
Multiphase Extraction Operations
  • All phases of fluids will have to be treated
    prior to discharge (for the most part depending
    on regulations) however, with non aqueous phase
    contaminants, there will be minimal treatment of
    water as the vapor acts as in situ air stripping.
  • Multiple ways to treat the fluids such as
    chemical (i.e. oxidation with ozone or peroxide),
    physical (i.e. carbon adsorption), and biological
    (i.e. bioreactors)

19
Determining Treatment Area
  • Each extraction point will have a set area of
    influence or radius of influence if radial
    flow is assumed.
  • Darcys Law can be used in both the saturated and
    unsaturated media to approximate radius of
    influence (capture).
  • Integrated, steady state Darcys Law for
    unconfined aquifers
  • Q K2p (Ho2-Hw2) / ln (Ri/Rw)
  • Where Ho original water elevation
  • Hw water elevation in extraction well
  • Ri radius of influence
  • Rw radius of extraction well

20
Determining Treatment Area
  • For the vadose zone, the Darcys Flux, related to
    pressure changes (instead of head) is
  • q -k/µ (dP/dx)
  • Using the above and flow equations for radial
    flow to wells, Jeff Kuo in Practical Design
    Calculations for Soil and Groundwater Remediation
    presented the following
  • uw (k/2µ)Pw/ Rw (ln (Rw/Ri)1-(Pri/Pw)2
  • where uw - vapor flux at the extraction well
  • Pw - pressure at the extraction well
  • Pri - pressure at the radius of influence
  • Rw - radius of the extraction well
  • Ri - radius of influence
  • ur (k/2µ)Pw/ r (ln (Rw/Ri)1-(Pri/Pw)2/
    1 1-(Pri/Pw)2 (ln (r/Rw)/ln (Rw/Rri)0.5
  • where ur - vapor velocity at r
  • r radial distance r

21
Determining Treatment Area
  • The two equations can be utilized to find the
    capture area in the vadose zone and vapor
    velocity at certain radial points with in the
    vadose zone.
  • May soil and groundwater remediation engineers
    utilize only the radius of influence as the
    soil gas capture.
  • This provides the extent of capture, but not
    necessarily the extent of remediation!!!!!

22
Summary
  • Multiphase extraction is a enhancement that can
    be made to soil vapor extraction system to
    increase efficiency of remediation of volatile,
    moderately soluble, low soil adsorption,
    chemicals in the vadose zones with higher
    moisture contents.
  • The most efficient use of multiphase extraction
    is with moderately permeable porous media, so
    both phases of fluids can be extracted.
  • Can apply vacuum to the top of well (mostly in
    high moisture content vadose zone) or with a
    stinger pipe (mostly near the surface of the
    aquifer/capillary fringe).
  • The extraction can be accomplished with many
    types of fluid pumps, but must have a knockout
    tank with all except a liquid ring pump. The
    fluids will have to treated prior to discharge.
  • The extent of remediation can be determined by
    Darcys Law. In the vadose zone, caution must be
    used as the zone of vapor capture is not
    necessarily the zone of remediation.

23
Questions or Comments?
  • swig2380_at_uidaho.edu or
  • swigern_at_michigan.gov
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