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20                                                Advanced Mine Ventilation

                      Table 2.1 Roughness for Various Pipes


                       Type of Pipe                 e, in.
                       Wrought iron pipe            0.0017
                       Well tubing/line pipe        0.0007
                       Cast iron                    0.0050
                       Galvanized iron              0.0060
                       Uncoated cast iron           0.0100
                       Wood pipe                    0.007 to 0.036
                       Concrete                     0.012 to 0.12
                       Riveted steel                0.035 to 0.35


                                                ⎡           ⎤
                          1  =  2 log  d  1.14 - 2 log 1 ⎢ +  ⎢  9.28  ⎥  ⎥ +
                                                       e
                           λ       e            ⎢  R  ⎛⎞  λ ⎥            (2.4)
                                                ⎢  ⎣  ⎜⎟    ⎥  ⎦
                                                       d
                                                      ⎝⎠
            The value of l is obtained by several iterations. However, Eq. (2.4) has been made
         user-friendly by the Moody [5] diagram that shows the value of l against varying Rey-

                                                            1
         nold’s number and different  e  ratios ranging from 10  5  to 10 . Mostly, the l values
                                 d
         range from 0.01 to 0.09, representing very smooth to wholly rough pipes. For fully tur-
         bulent flow in smooth pipes, Vennard [1] provides another equation for l that may be
         easier to use.
                                 1  =  - 0.80 + 2.0 log R λ
                                 λ                                       (2.5)

            When the flow becomes completely turbulentdthat is beyond the transition zoned
         the frictional coefficient is no longer a function of Reynold’s number but becomes a
         function of e/d only. The friction factor in this region of flow is completely indepen-
         dent of the physical properties of the flowing fluid. For fully turbulent flow, the l factor
         is expressed by an equation obtained experimentally by Nikuradse [6].
                                    1  =  2 log  d  +  1.14
                                    λ        e                           (2.6)

                      00
            Thus for a 6 diameter cast iron pipe with roughness of 0.005 in:
             d     6
               ¼      ¼ 1200
             e   0:005
            Hence,
                                1  =  2 log 1200 + 1.14 = 7.3
                                λ
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