www.VadoseZoneJournal.org
Transport by Oscillatory Flow
in Soils with Rate-Limited Mass
Transfer: 1. Theory
Oscillatory flow of fluid in a porous medium can generate a one-way transport of heat
or chemicals if there is a gradient of temperature or chemical concentraƟon and a rate-
limited heat or mass transfer between the moving fluid and an immobile phase. For
chemical transport in soils, the immobile phase can occur in stagnant porosity, by sorpƟon,
or by dissoluƟon of a vapor in the pore water. As a funcƟon of oscillaƟon frequency, the
transport rate has a broad peak near the value ωτ
c
= 1, where ω is the angular frequency of
oscillaƟon and τ
c
is the characterisƟc equilibraƟon Ɵme of the mobile phase. The transport
rate is propor Ɵonal to the gradient and to the square of the amplitude of periodic fluid
displacement. A unique di ffusivity derived from the analysis enables predicƟon of the
long-term transport by a diffusion calculaƟon without fluid flow, thereby providing a tool
for esƟmaƟng the removal of contaminant vapors by passive soil vapor extracƟon (PSVE).
We compared predicƟons of the analyƟc theory with numerical simulaƟons of PSVE. The
mobile–immobile model is also applicable to transport in other cases of oscillatory flow in
porous media, including cyclic moƟon of water or gas due to Ɵdal aquifers or earth Ɵdes.
AbbreviaƟons: PSVE, passive soil vapor extracƟon.
This study explores isothermal one-dimensional chemical transport due to
oscillatory low of gas or liquid in a porous medium, with application to the ventilation of
soils by barometric pressure variations. Oscillatory low can increase the transport of heat,
dissolved chemicals, or vapor species in the moving luid, in efect increasing the difusivity
along the axis of low. his transport occurs whenever a mobile phase of a substance (such
as a chemical dissolved in moving water) equilibrates over time with an immobile phase
(such as the chemical sorbed on the soil matrix) while the mobile phase undergoes oscil-
latory motion. We consider a model in which the equilibration between the mobile and
immobile phases is represented by a irst-order rate constant. Although the model applies
to many situations, we speci ically apply it to PSVE, in which contaminant vapors are
removed from the vadose zone by barometric pumping of air at an open borehole. Earlier
analyses of oscillatory transport have explicitly depended on particular mechanisms of
mass transfer between the moving luid and a less-mobile phase and thereby did not result
in a simple picture of the dynamics or a simple tool for estimating the eicacy of PSVE
that this study ofers.
6
Review of Passive Soil Vapor ExtracƟon
Ellerd et al. (1999) and Neeper (2002, 2003) reviewed PSVE and barometric pressure
propagation in soils. More recently, Rossabi (2006) reviewed barometric pumping. You
et al. (2010) presented a two-dimensional solution for gas low during PSVE. You et al.
(2011) reviewed analytical methods for PSVE and presented an analysis of gas low when
controlled by a check valve. he two studies by You et al. (2010, 2011) did not include
contaminant transport. Jennings and Patil (2002) noted that application of PSVE has been
hindered by the absence of procedures for estimating its efectiveness. his study ofers such
a procedure, expressing the transport as a difusivity that depends on the period of motion
and the rate of exchange between the mobile and immobile phases of the transported
substance. We call this the exchange difusivity.
When chemicals or heat in a fluid
equilibrate in time with an immo-
bile (dissolved or sorbed) phase,
oscillatory motion of the fluid
causes one-way transport similar
to an enhanced diffusion. Analytic
theory offers a simple understand-
ing of the process and a tool for
estimating the efficacy of passive
soil vapor extraction.
Earth and Environmental Sciences Division,
Los Alamos NaƟonal Lab., P.O. Box 1663, Los
Alamos, NM 87545. *Corresponding author
(dneeper@earthlink.net).
Vadose Zone J.
doi:10.2136/vzj2011.0093
Received 21 July 2011.
Original Research
Donald A. Neeper*
Philip H. Stauffer
© Soil Science Society of America
5585 Guilford Rd., Madison, WI 53711 USA.
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