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Appendix D:  Fluid Mechanics—Reviews of Selected Topics                                          805



            TABLE CDD.3
            Pneumatic Analysis of Air Flow to Aerated Grit Chamber (by Bernoulli Relation)
            to Obtain Pressure Inputs to Compressor
                          1 Gas Constants                    2 Hydraulic Constants
            Constant  Value       Units      Reference       f ¼ 0.012
                                                             r ¼ 1000 kg=m 3
                                   1
                R ¼ 8.314510    J K mol  1   Table B.2
                                                             C ¼ 0.61 orifice coefficient
            MW(air) ¼ 0.0289641  kg=mol      Table B.7
                 k ¼ 1.395
                 g ¼ 9.81
                                 3 Ambient Conditions                                4 Intake Conditions at ‘‘1’’
                                               T
                 z(elev)
                                  p(atm)      (atm)      z 1     r(atm)     z 1 rg      p 1      T 1        r 1
                                                                                                              3
                                                                     3
            (ft)         (m)       (Pa)       (C)       (m)      (kg=m )     (Pa)      (Pa)      (C)      (kg=m )
              0            0      101325       0        10        1.292      127      101325      0        1.2922
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            5500         1676      82083       0        10        1.047      103       82083      0        1.047
            Elevation above sea level  Computed pressure from Lide data  Density of air for ambient conditions  Temperature at ‘‘1’’
                                             Measured (or assumed) atmospheric temperature  Pressure at intake
                                                        Elevation of intake pipe above a datum            Density of
                                                                            Energy of air at intake due to elev.
            Other categories calculated
             5 Pipe design ‘‘1–2’’
             6 Calculation of HGL level at ‘‘2’’
             7 Conditions at ‘‘5’’
             8 Orifice flow=sizing=Dp determinations to get p 4
             9 Pressure loss between ‘‘3’’ and ‘‘4’’ to get HGL 3
            10 Summary—for input data to compressor











                      TABLE D.4
                      Characteristics of Compressors

                                                                      p 2 =p 1                        a
                                                                                   Discharge    Pressure
                      Type                 Description            Min      Max       (kPa)       (atm)
                                                 a
                      Fan          Low speed, high flow                    <1.1     1–15         0.01–0.15
                      Blower       High speed rotary, using either positive  1.1  <3.0   200     2
                                                         a
                                    displacement or centrifugal force
                      Compressor                                  >3.0             200–n   10 5  2–1000’s
                      Source: Cheremisinoff, N. P. and Cheremisinoff, P. N., Pumps=Compressors=Fans – Pocket Handbook, Technomic
                            Publishing Company, Lancaster, PA, p. 78, 1989.
                      a
                       McCabe et al. (1993, p. 204).
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