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38                                            Part I Liquid Drilling Systems


        The constant 25.8 in U.S. units is 519 in the SI units.
           The Fanning friction factor f is a function of the Reynolds number
        N Re and a term called the relative roughness. The relative roughness is
        defined as the ratio of the absolute roughness over the pipe diameter,
        where the absolute roughness represents the average depth of pipe-wall
        irregularities. Table 2.3 shows the absolute roughness of some pipe
        surfaces.
           For laminar flow, the friction factor is replaced by f =  16  . Several
                                                              N Re
        empirical correlations for the determination of friction factor for fully
        developed turbulent flow in circular pipe have been presented, including
        those by Colebrook (1938):

                         1 ffiffiffi = −4 log 0:269δ/d +  1:255
                        p                           p ffiffiffi           (2.49)
                          f                     N Re f
        where the Reynolds number is defined as

                                        928ρ vd
                                             f
                                  N Re =                            (2.50)
                                           μ
        The constant 928 in U.S. units is 1 in SI units.
           The δ is the absolute roughness of the pipe surface in inches (in) or
        meter (m). The selection of an appropriate absolute roughness for a given
        application is often difficult. Fortunately, in rotary drilling applications
        involving the use of relatively viscous drilling fluids, for most wellbore
        geometries the relative roughness is usually less than 0.0004 in all sec-
        tions. For these conditions, the friction factor for smooth pipe can be
        applied for most engineering calculations:
                            1             p ffiffiffi
                             ffiffiffi = 4 logðN Re  f Þ − 0:395          (2.51)
                           p
                             f
        Table 2.3 Absolute Roughness of Some Pipe Surfaces
                              Absolute Roughness
        Type of Pipe          in                    mm
        Riveted steel         0.00025 ~ 0.0025      0.00635 ~ 0.0635
        Concrete              0.000083 ~ 0.00083    0.0021 ~ 0.021
        Cast iron             0.000071              0.0018034
        Galvanized iron       0.000042              0.0010668
        Asphalted cast iron   0.000033              0.0008382
        Commercial steel      0.000013              0.0003302
        Drawn tubing          0.0000004             0.00001016
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