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56                                            Part I Liquid Drilling Systems


        Table 2.4 Computer Program Cuttings Slip Velocity.xls
        Input Data                               U.S. Units  SI Units
        Particle diameter                        0.25 in
        Particle spherity                        0.8
        Drilling fluid viscosity                 6 cp
        Drilling fluid density                   12 ppg
        Cuttings specific gravity                2.7
        Solution
                                    2
        A′ = 2:2954 − 2:2626 ψ + 4:4395 ψ − 2:9825 ψ  3  = 1.7996
                                     2
        B′ = −0:4193−1:9014ψ +3:3416ψ −2:0409ψ  3  = –0.8467
                                    2
        C′ = 0:1117 + 0:0553 ψ − 0:1468 ψ + 0:1145 ψ 3  = 0.1206
                   f
        N ReP =  928ρ v sl d s                   = 240
                  μ

                                           2
                                                 = 2.9350
              ^
        f p = 10 A′ + B′logðN ReP Þ + C′½logðN ReP ފ
                s ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
                     ρ − 7:48ρ

        ν sl = 1:89  d s  s  f                   = 0.5166 ft/s = 0.157 m/s
                  f p  7:48ρ f
        1986). This critical diameter is directly proportional to the gel strength
        of the fluid. Multiple correlations have been developed to estimate the
        cuttings slip velocity in non-Newtonian fluids. These correlations are
        documented by Chien (1971), Moore (1986), and Walker and Mayes
        (1975). However, Eq. (2.90) gives conservative estimates for the cuttings
        terminal slip velocity in non-Newtonian fluids.
           The minimum required mud velocity should be higher than the drill
        cuttings slip velocity by an additional amount called transport velocity—that is,

                                                                    (2.97)
                                   v min = v sl + v tr
        where

           v min = minimum required mud velocity, ft/s or m/s
            v tr = transport velocity, ft/s or m/s
           The required transport velocity depends on the rate of penetration
        and the maximum allowable cuttings concentration in the annular space.
        The following equation was proposed by Guo and Ghalambor (2002) for
        the required transport velocity:
                                       2
                                     πd    ROP
                               v tr =  b                            (2.98)
                                    4C p A 3,600
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