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Mud Hydraulics Fundamentals                                    35




           The critical Reynolds number N Rec in the annulus is calculated as follows:
                                              1

                                 8ð2 × 0:8 + 1Þ 1−0:2638
                          N Rec =                = 2,737
                                 0:8 × 0:0767
           Since N Re < 2,737, laminar flow exists in the annular space.



        2.3.2 Pressure Loss
        For drilling fluid to flow through the circulating system, it must over-
        come frictional forces between the fluid layers, solid particles, pipe wall,
        and borehole wall. The pump pressure corresponds to the sum of these
        forces:

                                                                    (2.45)
                  p p = Δp s + Δp dp + Δp dc + Δp mt + Δp b + Δp dca + Δp dpa
        where
              p p = pump pressure, psi or kPa
             Δp s = pressure loss in the surface equipment, psi or kPa
            Δp dp = pressure loss inside drill pipe, psi or kPa
            Δp dc = pressure loss inside drill collar, psi or kPa
            Δp mt = pressure drop inside mud motor, psi or kPa
             Δp b = pressure drop at bit, psi or kPa
           Δp dca = pressure loss in the drill collar annulus, psi or kPa
           Δp dpa = pressure loss in the drill pipe annulus, psi or kPa
           If the total frictional pressure loss to and from the bit is called the
        parasitic pressure loss Δp d , then
                                                                    (2.46)
                       Δp d = Δp s + Δp dp + Δp dc + Δp dca + Δp dpa
        and (if no mud motor used)

                                                                    (2.47)
                                  p p = Δp b + Δp d
        For a given fluid type, flow regime, and type of conduit (in pipe or
        annulus), all the components of the parasitic pressure loss can be calcu-
        lated with the same pressure loss equation.
           The surface equipment consists of a standpipe, a rotary hose, a swivel,
        and a kelly pipe. Table 2.1 shows the inner diameter and length of each
        for some typical combinations. In field applications, the total pressure loss
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