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A Numerical Study of Barometric Pumping

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Title: A Numerical Study of Barometric Pumping


1
A Numerical Study of Barometric Pumping
  • Jeff Sondrup
  • AgE 588
  • Fluid Mechanics of Porous Materials
  • April 11, 2001

2
Presentation Outline
  • Introduction
  • Gas Transport Barometric Pumping
  • Model Description
  • Model Results
  • Conclusions

3
Subsurface Disposal Area, INEEL
4
VOC Background at the SDA
  • VOCs first discovered in GW near SDA in 1987
  • Soil gas survey confirmed SDA pits and trenches
    were a VOC source
  • Inventory search indicated sludges containing
    VOCs from Rocky Flats buried in SDA (1966-70)
  • Primarily carbon tetrachloride (CCl4) with TCE,
    PCE, and TCA
  • Vadose zone vapor sampling indicates a large
    plume
  • GW concentrations ND to slightly above MCL
  • Modeling estimates GW concentrations to peak
    decades in the future at several times MCL
  • ROD signed in 1994, Soil Vapor Extraction (SVE)
    preferred alternative
  • Five extraction wells began operating 1996,
    removed 75,000 lbs TVOCs, 48,000 lbs CCl4

5
Gas Transport Mechanismsin the Vadose Zone
  • Advection (contaminants travel with the bulk
    movement of air)
  • Natural water displacement, barometric pressure
    changes, density
  • Induced drilling, soil vapor extraction (SVE)
  • Diffusion (random motion of molecules)
  • Sorption (contaminants adhere to the rock/soil)
  • Vapor-Liquid Partitioning (contaminants move into
    and out of air-water)

6
Barometric Pumping
7
Barometric Pressure Data
8
Model Geometry Grid
9
Hydraulic Properties of Fractured Basalt and
Sediment
10
Properties ofCarbon Tetrachloride
11
Barometric Pressure Data
12
Barometric PressureSine Wave Approximation
13
Base Case Simulation(No Barometric Pumping)
14
Barometric Pumping(Square Wave Approximation
Dt1 day)
15
Barometric Pumping(Square Wave Approximation
Dt10 day)
16
Barometric Pumping(Sine Wave Approximation Dt1
day)
17
CCl4 Vertical Profile (1 year)
18
CCl4 Vertical Profile (5 years)
19
CCl4 Mass Remaining in VZ
20
CCl4 Mass Accounting(Barometric Pumping, Square
Wave, Dt1 day)
21
Conclusions
  • Time step important when simulating BP
  • Square wave approximation is reasonable if
    pressure patterns predictable and repeatable
  • BP impact small but can be important
  • Impact is site and event specific (depends on
    contaminant, location, pressure patterns,
    subsurface)
  • Diffusion is the dominant mechanism
  • BP important for passive soil venting (gas
    extraction)
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