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Gas and Liquid Injection Rates                                179


        The positive and negative signs in Eq. (9.8) are the upward and down-
        ward flows, respectively.
           Determining the friction factor for multiphase flows presents a major
        challenge in hydraulics calculations. Although a number of friction factor
        correlations have been used by previous investigators (Caetano et al.,
        1992; Nakagawa et al., 1999; Lage and Time, 2000; Lyons et al., 2001),
        their accuracies are debatable.
           For aerated liquid flow, Guo, Sun, and colleagues proposed the
        following friction factor expression:

                                                      2
                                   2                 3
                                   6        1        7
                           f = F LHU  6              7              (9.11)
                                                 2e
                                   4                 5
                                    1:74 − 2 log
                                                D H
        in which e = the average wall roughness (0.00015 ft for steel pipes and
        0.004 ft for openhole walls), and F LHU = a correction factor accounting for
        liquid holdup in multiphase flows. Guo, Sun, and colleagues used the bore-
        hole pressure measurements at Petrobras’s Research and Training Facility in
        Taqyuipe, Bahia (Nakagawa et al., 1999; Lage and Time, 2000; Lage et al.,
        2000), to correlate F LHU to the average GLR downstream of the point of
        interest. The F LHU was determined to be


                                                                    (9.12)
                         F LHU = ð13:452 − 0:02992G LR Þ/F t
        where

           G LR = average downstream GLR (dimensionless)
             F t = tuning factor (F t ≈ 2)

        The G LR can be estimated with the following relation:


                                         14:7Q go
                                                                    (9.13)
                        G LR =
                                 P s + P  Q m    5:615Q f
                                              +
                                          7:48     60
                               ð2Þð144Þ
        Because the G LR depends on the pressure at the point of interest, Eq. (9.13)
        should be implicitly involved in the numerical procedure for pressure
        calculations.
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