Page 283 - Materials Chemistry, Second Edition
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266       Practical Design Calculations for Groundwater and Soil Remediation



                       = 26.9 moles of KMnO /m  of aquifer
                                              3
                                          4
                       = (26.9 mole × 158 g/mole KMnO )/m  of aquifer
                                                        3
                                                    4
                       = 4,250 g KMnO /m  of aquifer  = 4.25 kg KMnO /m  of
                                          3
                                                                         3
                                                                      4
                                       4
                          aquifer
                   Stoichiometric amount of KMnO  needed for the entire zone (40 m )
                                                                           3
                                               4
                       = (4.25 kg KMnO /m  of aquifer) × 40 m 3
                                         3
                                      4
                       = 170 kg KMnO 4
               (d)  MW of sodium persulfate (Na S O ) = (23)(2) + (32)(2) + (16)(8) = 238
                                             2 2
                                                 8
                   As shown in Table  5.3 and as discussed, the stoichiometric
                       requirement of sodium persulfate will be 1.5 times of that of
                       potassium permanganate.
                   Stoichiometric amount of Na S O  (per m  of aquifer)
                                                        3
                                                 8
                                             2 2
                       = (3 moles of Na S O /2 moles of KMnO ) × (26.9 moles of
                                          8
                                                            4
                                      2 2
                          KMnO /m  of aquifer)
                                   3
                                4
                       = (40.35 moles Na S O /m  of aquifer)
                                             3
                                          8
                                      2 2
                       = (40.35 moles × 238 g/mole Na S O /m  of aquifer)
                                                         3
                                                  2 2
                                                      8
                       = 9,600 g Na S O /m  of aquifer = 9.6 kg Na S O /m  of aquifer
                                                                   3
                                        3
                                                               8
                                 2 2
                                     8
                                                            2 2
                    Stoichiometric amount of Na S O  needed for the entire zone (40 m )
                                                                           3
                                               8
                                            2 2
                       = (9.6 kg Na S O /m  of aquifer) × 40 m 3
                                        3
                                 2 2
                                     8
                       = 384 kg Na S O 8
                                 2 2
            6.11  Advanced Oxidation Process
            Advanced oxidation process (AOP) refers to an oxidation process assisted by
            ultraviolet (UV) irradiation. In AOP, high-power lamps emit UV radiation
            through quartz sleeves into impacted groundwater. An oxidizing agent, typ-
            ically hydrogen peroxide, ozone, or a combination of these two is added. The
            oxidizing agent is activated by the UV light to form hydroxyl radicals, which
            have a very strong oxidizing power. These radicals destroy the organic COCs
            in the impacted groundwater.
             In a typical AOP, oxidizing reagents are often injected and mixed using
            metering pumps and in-line static  mixers. The  groundwater then flows
            sequentially through one or more UV reactors. The reactors are often consid-
            ered as plug-flow type, and the reactions follow first-order kinetics. Equation
            (4.24) describes the relationship among the influent concentration, effluent
            concentration, retention time, and reaction rate constant for plug-flow reac-
            tors. It is repeated here for the AOP reactors as:
                                     C out  −kV Q)  − τk
                                             (/
                                         = e     = e                      (6.39)
                                     C in
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