Page 167 - Mechanical Engineer's Data Handbook
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156                                                 MECHANICAL ENGINEER'S DATA  HANDBOOK

             Kinematic viscosity                         in a circular pipe is parabolic, being a maximum at the
                                                         pipe centre.
                              Dynamic  viscosity
             Kinematic viscosity =
                                  Density
                              or v=-  P
                                  P

             Dimensions of viscosity

             Dynamic viscosity: ML- ' T-
             Kinematic viscosity: L2 T- '

             Units with conversions from Imperial and other units

             Dynamic viscosity      Kinematic viscosity
             SI unit: Nsm-2         SI unit: m2 s- '
              llbf-s ft -' =47.9 N s m-'   1 ftz s- ' =Om29 mz s- '
              1 lbf-hft-2  = 17.24 N s m-2  1 ft2 h- ' = 334 mz s- '
                                                                        Velocity distribution
              1 poundal-s ft -  =
              1.49 N s m-2
              llbft-'  s-'  =
              1.49 kg ms - '
              1 slugft-'s-'=                             Flow Q=?c  (Pi -p2)r4
             47.9 kgms-'                                             8PL

                                                         Mean velocity  V=  (Pi -P2)rZ
              Viscosity of water                                          8PL
                                                         Maximum velocity  V, =2V
              Approximate values at room temperature:
             p=10-3Nsm-z                                 4.4.3   Laminar flow between flat plates
              y = 10-6mZs-l

                                                                 (PI -p2W
                                                         Flow Q=
              Temperature          Dynamic viscosity               12pL
              ("C)                 (x 10-3Nsm-i)
                                                         Mean velocity  V= (Pi -Pz)t2
               0.01                1.755                                  12pL
              20                   1.002                 Maximum velocity  V,=$  V
              40                   0.65 1
              60                   0.462
               80                  0.350
              100                  0.278


              4.4.2   Laminar flow in circular pipes
              The flow is directly proportional to the pressure drop
              for any shape of pipe or duct. The velocity distribution
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