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                                                                                              5.2 Fluid Transport  169
                                         Table 5.1  Values of the Hazen-Williams Coefficient, C, for Different Conduit Materials and Age
                                         of Conduit
                                                                                                     Age
                                         Conduit Material                                      New        Uncertain
                                         Cast-iron pipe, coated (inside and outside)           130          100
                                         Cast-iron pipe, lined with cement or bituminous enamel  130 a      130 a
                                         Steel, riveted joints coated                          110           90
                                         Steel, welded joints, coated                          140          100
                                         Steel, welded joints, lined with cement or bituminous enamel  140 a  130 a
                                         Concrete                                              140          130
                                         Wood stave                                            130          130
                                         Cement-asbestos and plastic pipe                      140          130
                                         a
                                          For use with the nominal diameter, that is, the diameter of unlined pipe.









                     EXAMPLE 5.4   MATHEMATICAL AND GRAPHICAL BASIS OF THE PIPE FLOW DIAGRAM
                                         The pipe flow diagram (Fig 5.3) establishes the numerical relationships between Q, v, d, and s for
                                         a value of C   100. Conversion to other magnitudes of C is simple because both v and Q vary di-
                                          rectly as C. Show the mathematical and graphical basis of this diagram.

                                          Solution:
                                                                                         s
                                             1. Written in logarithmic form, Eq. 5.36, Q gpd   405 Cd 2.63 0.54 , is:
                                                (a) log Q gpd   4.61   2.63 log d   0.54 log s, or
                                                (b) log s   8.54   4.87 log d   1.85 log Q gpd
                                                A family of straight lines of equal slope is obtained, therefore, when s is plotted against Q
                                                on log-log paper for specified diameters d. Two points define each line. Pairs of coordi-
                                                nates for a 12-in. pipe, for example, are as follows:
                                                (a) Q   100,000 gpd, s   0.028 %
                                                (b) Q 1,000,000 gpd, s   2.05%.
                                                                                        s
                                             2. Written in logarithmic form, Eq. 5.34, v   0.115 Cd 0.63 0.54 , is as follows:
                                                log v   1.0607   0.63 log d   0.54 log s

                                                If the diameter d is eliminated from the logarithmic transforms of Eqs. 5.36 and 5.34,
                                                then
                                                (a) log Q   0.180   4.17 log v   1.71 log s
                                                (b) log s   0.105   2.43 log v   0.585 log Q.
                                                A family of straight lines of equal slope is obtained when s is plotted against Q on log-log
                                                paper for specified velocities v. Two points define each line. Pairs of coordinates for a
                                                velocity of 1 ft/s, for example, are as follows:
                                                (a) Q   100,000 gpd, s   1.5%
                                                (b) Q   10,000,000 gpd, s   0.10%.
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