Page 48 - Materials Chemistry, Second Edition
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Site Assessment and Remedial Investigation                        31



           2.2.6   Estimating the Mass and Volume of the Free-Floating Product
           The LNAPL product leaked from a UST may accumulate on the top of the
           capillary fringe of a water-table (unconfined) aquifer or on the top of the
           upper confining layer of a confined aquifer to form a free-product layer. For
           site remediation, it is often necessary to estimate the volume or mass of this
           free-floating product. The thickness of the free product found in the moni-
           toring wells had been directly used to calculate the volume of free product
           outside the wells. However, these calculated values are seldom representa-
           tive of the actual free-product volume existing in the formation.
             It is now well known that the thickness of free product found in the forma-
           tion (the actual thickness) is much smaller than that floating on top of the
           water in the monitoring well (the apparent thickness). Using the apparent
           thickness, without any adjustment, to estimate the volume of free product
           may lead to an overestimate of the free-product volume and overdesign of
           the remediation system. The overestimate of free product in the RI phase may
           cause difficulties in obtaining an approval for final site closure, because the
           remedial action can never recover the full amount of free product reported
           in the site assessment report.
             Factors  affecting the difference  between the actual thickness  and the
           apparent thickness include the densities (or specific gravity) of the free
           product and the groundwater as well as the characteristics of the formation
           (especially the pore sizes). Several approaches have been presented in the
           literature to correlate these two thicknesses. Ballestero, Fiedler, and Kinner
           [7] developed an equation using heterogeneous fluid flow mechanics and
           hydrostatics to determine the actual free-product thickness in an unconfined
           aquifer. The equation is


                                       g t  = (1 SG)t  −  − h             (2.12)
                                                    a


           where
             t    =  actual (formation) free-product thickness
              g
             t   =  apparent (wellbore) free-product thickness
             SG  =  specific gravity of the free product
             h    =  distance from the bottom of the free product to the water table.
              a
           If no further data for h  are available, average wetting capillary rise can be
                                a
           used as h . Information on capillary rise can be found in Section 2.2.5.
                    a
             To estimate the actual thickness of free product, the following procedure
           can be used:
              Step 1:   Determine the specific gravity of free product. (The specific
                    gravity of gasoline can be reasonably assumed as 0.75 to 0.80, if
                    no additional information is available.)
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