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Contaminant Fate and Transport

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Title: Contaminant Fate and Transport


1
Contaminant Fate and Transport
  • CIVE 7332
  • Lect 4

2
Contaminant Transport Equation
C Concentration of Solute M/L3 DIJ
Dispersion Coefficient L2/T B Thickness of
Aquifer L C Concentration in Sink Well
M/L3 W Flow in Source or Sink L3/T n
Porosity of Aquifer unitless VI Velocity in
I Direction L/T xI x or y direction
3
Analytical Solutions of Equations
  • Closed form solution, C C ( x, y, z, t)
  • Easy to calculate, can often be done on a
    spreadsheet
  • Limited to simple geometries in 1-D, 2-D, or 3-D
  • Limited to simple sources such as continuous or
    instantaneous or simple combinations
  • Requires aquifer to be homogeneous and isotropic
  • Error functions (Erf) or exponentials (Exp) are
    usually involved

4
Numerical Solution of Equations
  • Numerically -- C is approximated at each point
    of a computational domain (may be a regular grid
    or irregular)
  • Solution is very general
  • May require intensive computational effort to get
    the desired resolution
  • Subject to numerical difficulties such as
    convergence problems and numerical dispersion
  • Generally, flow and transport are solved in
    separate independent steps (except in
    density-dependent or multi-phase flow situations)

5
Domenico and Schwartz (1990)
  • Solutions for several geometries
  • Generally a vertical plane, constant
    concentration source. Source concentration can
    decay.
  • Uses 1-D velocity (x) and 3-D dispersion (x,y,z)
  • Spreadsheets exist for solutions.
  • Dispersion axvx, where ax is the dispersivity
    (L)
  • BIOSCREEN (1996) is handy tool that can be
    downloaded.

6
BIOSCREEN Features
  • Answers how far will a plume migrate?
  • Answers How long will the plume persist?
  • A decaying vertical planar source
  • Biological reactions occur until the electron
    acceptors in GW are consumed
  • First order decay, instantaneous reaction, or no
    decay
  • Output is a plume centerline or 3-D graphs
  • Mass balances are provided

7
Domenico and Schwartz (1990)
y
Plume at time t
Vertical Source
x
z
8
Domenico and Schwartz (1990)
  • For planar source from -Y/2 to Y/2 and 0 to Z

Y
Flow x
Z
Geometry
9
Instantaneous Spill in 2-D
  • Spill source C0 released at x y 0, v vx
  • First order decay l and release area A

2-D Gaussian Plume moving at velocity V
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