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05_chap_wang.qxd  05/05/2004  3:46 pm  Page 215
                    Wet and Dry Scrubbing                                                     215

                    Table 7
                    Annual Cost Factors for Absorbers Systems
                    Cost item                                              Factor
                    Direct Cost
                       Utilities
                         Electricity                             $0.059/kWh
                                                                        3
                         Solvent (water)                         $0.20/10 gal
                       Operating Labor
                         Operator labor                          $12.96/h
                         Supervisor                              15% of operator labor
                       Maintenance
                         Maintenance labor                       $14.96/h
                         Materials                               100% of maintenance labor
                    Indirect Costs
                       Overhead                                  0.60 (Operating labor and maintenance)
                       Administrative                            2% of TCC
                       Property taxes                            1% of TCC
                       Insurance                                 1% of TCC
                       Capital recovery a                        0.1628 (TCC)
                       a The capital recovery cost is estimated as i (1 + i) /[ (1 + i) − 1],
                                                                  n
                                                           n
                       where i is interest (10%) and n is equipment life (10 yr).
                       Source: Data from refs. 9 and 12.

                       The USC is the unit solvent cost. The costs of various solvents are given in Table 7.
                    As of January 1990, the solvent cost of water, on average, was $0.20 per 1000 gal in the
                    United States (1 US gal = 3.785 L).

                    2.5. Venturi Wet Scrubber Design
                    2.5.1. General Design Considerations
                       Venturi scrubbers provide excellent removal efficiency for particulate matter of 0.5
                    to 5 µm in diameter (see Fig. 1c). A general design criterion of Venturi scrubbers is that
                    for any given pressure drop across a scrubber, the longer the constriction or “throat,” the
                    higher the removal efficiency. The throat cannot be made so long as to have frictional
                    loses become significant, however. Suppliers of Venturi scrubbers also provide for vari-
                    able throat sizes as a control mechanism of the scrubber. Changing the throat size will
                    result in an adjustment of gas velocity, which affects pressure drop as well as efficiency.
                       In a typical Venturi scrubber, liquid, normally water, is introduced upstream of the
                    Venturi or throat. As the water flows down the convergent sides of the throat, the sudden
                    acceleration of gas velocity in the throat atomizes the water. This is referred to in industry
                    as the wetted approach to Venturi scrubber design. As so implied, a nonwetted method
                    is also possible. In this design, the water (or other liquid) is injected directly into the
                    throat. The nonwetted scheme is used if the gaseous stream being scrubbed is near its
                    saturation point. The nonwetted method requires that very clean water be used to avoid
                    plugging of the injection nozzles. The wetted scheme is used if the gas being treated is
                    hot, as this means that some amount of water must be evaporated (18).
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