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                                           Piping System Friction
                                                               Piping System Friction  55

                    TABLE 3.6 Values of C for the Williams-Hazen Formula

                                                           Values of C
                          Type of pipe        Range     Average value   Design value
                     Cement   asbestos       160–140        150            150
                     Fiber                     —            150            150
                     Bitumastic- or enamel-  160–130        148            140
                       lined iron or steel,
                       centrifugally applied
                     Cement-lined iron or      —            150            140
                       steel, centrifugally
                       applied
                     Copper, brass, or glass   150–120      140            150
                       piping or tubing
                     Welded or seamless steel  150–120      140            140
                     Wrought iron            150–80         130            100
                     Cast iron               150–80         130            100
                      SOURCE: Cameron Hydraulic Data, 15th ed., Ingersoll Rand Company, Woodcliff, N.J.,
                    1977; used with permission.


                      For values of C,

                    1. Range: High is for smooth and well-installed pipe; low is for poor
                       or corroded pipe.
                    2. The average value is for good clean and new pipe.
                    3. The design value is the common value used for design purposes.
                      Note. The American Iron and Steel Institute recommends a C fac-
                    tor of 140 for steel pipe for hot and chilled water systems.
                      There is some confusion in the industry about the use of the Williams-
                    Hazen formula. It is very adequate for cold water such as chilled water. A
                    number of organizations publish Williams-Hazen data for various pipe
                    sizes; organizations such as the American Iron and Steel Institute provide
                    manuals on piping that include Williams-Hazen friction data on the water
                    flow in the commercial sizes of steel pipe. It is very adequate for cold
                    water such as chilled water. Since it cannot easily accommodate viscosity
                    or specific gravity corrections, it should not be used for hot water systems.

                    3.3.5 Review of pipe friction and velocities
                    The preceding recommendations are the result of my experience;
                    every designer should develop parameters based on his or her experi-
                    ence. It should be pointed out that pipe friction is not an exact science.
                    A study of the available literature will demonstrate the variations
                    that can exist with pipe friction when manufacturing tolerances and
                    specific aging processes are included. This has caused some designers
                    to use much larger safety factors in their design of piping.



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