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Groundwater Pollution

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Groundwater Pollution 0404 Contaminant Transport * * One good thing about sorption Some hazardous species haven t migrated. Some spills involving plutonium show ... – PowerPoint PPT presentation

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Title: Groundwater Pollution


1
Groundwater Pollution
  • 0404 Contaminant Transport

2
  • Notes with the green edges were derived from
  • 1.34 Waste Containment and Remediation Technology
    , As taught in Spring 2004, by Dr. Peter
    Shanahan , MIT OpenCourseWare, Creative Commons
    License, http//ocw.mit.edu/OcwWeb/Civil-and-Envi
    ronmental-Engineering/1-34Spring2004/CourseHome/
  • Notes with the pink background were derived from
  • 1.72, Groundwater Hydrology, As taught in Fall
    2005, by Prof. Charles Harvey (Massachusetts
    Institute of Technology MIT OpenCourseWare),
    http//ocw.mit.edu License Creative Commons
    BY-NC-SA

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  • Dissolved compounds can be toxic and
    carcinogenic.
  • Need to have MCLs (maximum contaminant levels)
  • ?? ????  maximum contaminant level 
  • ?? ??? ???? ??? ?? ????? ?? ??? ??.

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  • Dissolved Substances
  • A solute is a substance dissolved in a liquid
  • Example Chloride is a solute and water is the
    solvent
  • Concentrations measure in Mass/Length3 (mg/L)

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Contaminant MCL
Trichloroethylene (TCE) 5 µg/L
Tetrachloroethylene (PCE) 5 µg/L
Vinyl Chloride 2 µg/L
Benzene 5 µg/L
Carbon Tetrachloride 5 µg/L
Copper 1 mg/L
Lead 0.05 mg/L
Mercury 2 µg/L
Arsenic 10 µg/L
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  • In reality
  • Plumes are not so perfectly shaped
  • Even in homogeneous media they are distorted
  • In heterogeneous media plumes can be complex, and
    may make more than one plume
  • Dispersivity is greater with greater travel
    distance

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  • Sorption a type of surface reaction in which
    the solute spends some of its time stuck to solid
    surfaces thereby delaying its arrival in a
    process known as retardation.

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Sorption
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  • Retardation factor - the factor by which the
    non-reactive (nonsorbing) solute moves compared
    to the sorbing solute which is delayed.

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  • source
  • xylenes
  • benzene
  • MTBE

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  • Different chemicals (benzene, toluene,
    ethylbenzene, xylenes and Methyl tert-Butyl Ether
    (MTBE)) were found to be separating from each
    other.
  • One reason for this is that different amounts of
    sorption causes separation of the various plumes.

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A Real Plume
34
  • One good thing about sorption
  • Some hazardous species havent migrated. Some
    spills involving plutonium show that it has only
    migrated a few meters at most (in unsaturated
    zone)

35
  • One bad thing about sorption
  • Even if you pump out a contaminant plume,
    contaminant will still be stuck to the solids.
    This contaminant will get into the liquid.
    Therefore, it takes a long time to cleanup a
    contaminant plume if there is sorbed solute.

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  • Multi-phase Flow in Porous Media

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  • Compared with Aqueous Phase Liquids

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  • LNAPL lighter-than-water NAPL (floaters)
  • Examples fuels gasoline, diesel fuel
  • Plume forms on surface of water table
  • Migrates in direction of water table
  • Must be skimmed

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  • DNAPL denser-than-water NAPL
  • (sinkers)
  • Examples chlorinated hydrocarbons
  • TCE (1.46 sg), TCA (1.34),
  • carbon tetrachloride (1.59)
  • Can sink to bottom of aquifer to form pool
  • Can migrate down dip on aquifer bottom
  • Recovery difficult to impossible

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  • The problem
  • Easy to contaminate
  • Low concentrations are bad
  • Substances can migrate with flowing groundwater
  • Hard to remove

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  • Possible Movement of DNAPLs

B. L. Parker, J. A. Cherry, S. W. Chapman, and
M. A. Guilbeault(2003) Vadose Zone Journal
2116137 (2003).
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  • Residual contamination in unsaturated soil acts
    as long-term source of contaminants to dissolve
    into infiltrating recharge

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  • Solvent may be vaporizing. Solvent vapor is
    denser than air, and will sink in unsaturated
    zone and can contaminate ground water.

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  • After NAPL passes through soil, fraction remains
    behind as a residual.

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  • DNAPL pools are very hard to find.
  • Other indicators must be used.
  • The concentration of contaminant in the water
    phase is the most commonly used indicator
  • C gt 1 solubility
  • For chlorinated solvents C gt 10,000 ug/L

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  • Light non-aqueous phase liquids

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  • LNAPL floats on water-saturated soil of capillary
    fringe. Accumulation of LNAPL will depress
    capillary fringe and eventually penetrate through
    fringe and into water table. Oil has its own
    capillary fringe.
  • Rise and fall of water table will create a smear
    zone of residual saturation.

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  • The first classroom test will be on Thursday
    April 11.
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