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Ho
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                                 Steady One-Dimensional Diffusion-Limited Evaporation
                           3.4.1
                           In the absence of externally induced flow (e.g., from soil–vapor extraction and baro-
                           metric pumping in the vicinity of wells), movement of gas in the subsurface can be
                           dominated by diffusive transport. Consider the case of one-dimensional evaporation
                           from the water table to the land surface. We assume that the concentration of water
                                                                   3
                           vapor at the surface of the water table, C s [kg/m ], is constant and can be derived
                           from the ideal gas law:
                                                              P s
                                                         C s =                           (3.13)
                                                              RT
                           where P s is the vapor pressure at the liquid surface [Pa], R is the gas constant for the
                           compound of interest [J/kg · K], and T is the system temperature [K]. Note that the
                           vapor pressure, P s , depends on the curvature of the liquid–gas interface and can be
                           less than or greater than the saturated vapor pressure over a flat liquid surface (see
                           Section 3.3).
                             If the vapor concentration at the land surface, C ∞ , is also assumed constant, the
                           steady-state vapor concentration profile between the water table and the land surface
                           is linear and readily determined from the one-dimensional steady diffusion equation
                           with constant concentration boundary conditions as follows:
                                                         C ∞ − C s
                                                   C(y) =        y + C s                 (3.14)
                                                            L
                           where L is the distance between the water table and the land surface. The rate of
                           evaporation, ˙m e [kg/s], is determined by applying Fick’s Law:
                                                         dC      C s − C ∞
                                                ˙ m e =−DA  = DA                         (3.15)
                                                         dy          L
                           where D is the effective vapor diffusion coefficient that accounts for the effects of
                           liquid saturation, porosity, and tortuosity.

                           3.4.2  One-Dimensional Radial Solution in Spherical Coordinates
                           If we assume that the shape of the evaporating liquid is spherical, we can derive
                           a steady, one-dimensional solution for the radial concentration profile and evapora-
                           tion rate. Solutions of this form have been presented by Ho (1997) for evaporation
                           from a pendant water droplet. Analogous conditions can occur if evaporation occurs
                           spherically from a stagnant liquid zone in porous media surrounded by a region
                           with a constant initial vapor concentration. For example, a non-aqueous phase liq-
                           uid (NAPL) may be trapped in a low-permeability lens and is evaporating slowly
                           to its surroundings. For these scenarios, the steady one-dimensional radial diffusion
                           equation in spherical coordinates can be written as follows:

                                                      d   2  dC
                                                          r     = 0                      (3.16)
                                                      dr    dr
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