Page 274 - Materials Chemistry, Second Edition
P. 274

Groundwater Remediation                                          257



             Many studies have been conducted on oxygen-transfer efficiencies in aera-
           tion of water and wastewater treatment, but little information is available
           with regard to air sparging of aquifers impacted by organics. The oxygen-
           transfer efficiencies should depend on factors such as injection pressure, the
           depth of the injection point in the aquifer, and characteristics of the geological
           formation, to name a few.

           Example 6.17:   Determine the Rate of Oxygen Addition by Air Sparging
           Three air-sparging wells were installed into the plume of an aquifer
           impacted by hydrocarbons. The injection air flow rate into each well is 5 ft /
                                                                             3
           min. Assuming the oxygen-transfer efficiency is 10%, determine the rate of
           oxygen addition to the aquifer through each sparging well. What would be
           the equivalent injection rate of water that is saturated with air?

              Solution:
               (a)  The oxygen concentration in the ambient air is approximately 21%
                   by volume, which is equal to 210,000 ppmV. Equations (2.1) or (2.2)
                   can be used to convert it to a mass concentration:

                                     MW
                                                     3
                                                            °
                            1ppmV  =     × 10 −6  [lb/ft ]at68F
                                      385
                                     32
                                                       −6
                                  =     ×10 −6  = 0.083  × 10 lb/ft 3       (2.2)
                                    385
                   Therefore, 210,000 ppmV = (210,000)(0.083 × 10 ) = 0.0175 lb/ft 3
                                                            −6
               (b)  The rate of oxygen injected in each well = (G)(Q)
                                   3
                                       3
                       = (0.0175 lb/ft )(5 ft /min) = 0.0875 lb/min = 126 lb/day
                   The rate of oxygen dissolved into the plume through air injection
                       in each well (using Equation 6.30) = (126 lb/day)(10%) = 12.6
                       lb/day

               (c)  The dissolved-oxygen concentration of the air-saturated reinjec-
                   tion water is approximately 9 mg/L at 20°C. The required water-
                   reinjection rate to supply 1.26 lb/day of oxygen can be found as:
                   12.6 lb/day  = (12.6 lb/day)(454,000 mg/lb) = (Q)(C) = (Q)(9 mg/L)
                       Thus, Q = 635,600 L/day = 116.6 gpm


              Discussion:
                1.  The oxygen-transfer efficiency of 10% means that only 10% of the
                   total oxygen sparged into the aquifer will be dissolved into the
                   aquifer. But, 90% of the oxygen injected can serve as the oxygen
                   source for bioremediation in the vadose zone.
   269   270   271   272   273   274   275   276   277   278   279