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CHAPTER 16

                           ANALYZING BAROMETRIC PUMPING TO
                           CHARACTERIZE SUBSURFACE PERMEABILITY





                           JOSEPH ROSSABI
                           Redox Tech, LLC, 1006A Morrisville Parkway, Morrisville, NC 27560, USA, rossabi@redox-tech.com


                           16.1  INTRODUCTION

                           The prevalence and persistence of subsurface contamination by volatile organic
                           compounds (VOCs) and the shortage of funds to remediate this contamination below
                           regulatory action levels has led to a determined search for low cost clean up strate-
                           gies. As an alternative to long term active soil vapor extraction (ASVE), passive soil
                           vapor extraction and injection using atmospheric pressure changes as a driving force
                           is being used at an increasing number of sites. Employing barometric pumping, either
                           for passive injection of nutrients to enhance bioremediation or passive extraction of
                           contaminated soil gas, is an easily verified low cost strategy for remediation. For
                           mass-transfer limited, or remote sites, and also as an interim measure while more
                           aggressive strategies are being selected, barometric pumping may be an appropriate
                           cleanup choice. To verify the viability of these passive techniques, subsurface flow
                           characteristics are vital yet an inexpensive characterization method for acquiring
                           these parameters must be employed to match the low cost of the passive remediation
                           systems.
                             Figure 16.1 illustrates the scenario for barometric pumping through a vadose zone
                           well. In this figure, the well is screened below a substantial clayey zone. The atmo-
                           spheric pressure signal will penetrate the subsurface but is delayed and damped by this
                           low permeability material and the other materials between the screen and the ground
                           surface. As a result, there will be a pressure difference between the subsurface at the
                           screen depth (P z ) and the surface (P atm ), hence, flow through the well. Primarily the
                           effective permeability of the sandy materials in the screen stratum combined with
                           the magnitude of the pressure difference will control the magnitude of the flow. As
                           the VOCs in the vicinity of the screened zone slowly diffuse out of the fine grain
                           materials into the sandy zone, they are removed during regular periods of flow out of
                           the well. As a result, the magnitude of VOC concentration in the gas phase changes
                                                           279
                           C. Ho and S. Webb (eds.), Gas Transport in Porous Media, 279–290.
                           © 2006 Springer.
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