Page 136 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
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122                      Applied Process Design for Chemical and Petrochemical Plants

                    Complex Pipe Systems Handling Natural          Example 2-14: Looped System
                               (or similar) Gas
                                                                     Determine the equivalent length of 25 miles of  10-in.
               The method suggested in the Bureau of Mines Mono-   (10.136-h. I.D.) which has a parallel loop of 6 miles of 8-
             graph No.  6 [43] has found wide usage, and is outlined   in. (7.981-in. I.D.) pipe tied in near the midsection of the
             here using the Weymouth Formula as a base.            10-in. line.
                                                                     Figure the looped section as parallel lines with 6 miles
                1. Equivalent lengths of pipe for different diameters
                                                                   of  8-in. and 6 miles of 10-in. The equivalent diameter for
                                                                   one line with the same carrying capacity is:
                L1  = Lz  (dl/dz)16/3                     (2-105)

             where  L1 = the equivalent length of any pipe of length L,  and   do = [(7.981)8/3 + (10.136)8/3]3/8 = 11.9-in.
                       diameter, dz, in terms of diameter, dl.
                                                                     This simplifies the system to one section 6 miles long of
                dl = d2 (L1/Lz)3/16                       (2-106)   11.9-in. I.D.  (equivalent)  pipe,  plus  one  section  of  25
                                                                   minus 6, or 19 miles of 10-in. (10.136-in. I.D.) pipe.
             where  dl = the equivalent diameter of any pipe of a given
                       diameter,  d2, and length, L2, in terms of any other   Now convert the 11.9-in. pipe to a length equivalent to
                       length, L1.                                 the 10-in. diameter.

                2. Equivalent diameters of pipe for parallel lines   L1  = 6(10.136/11.9)5.33 = 2.58 miles

                do  = (dlsI3 + dz8j3 . . . + d,8/3)3/s    (2-107)
                                                                     Total length of 10-in. pipe to use in calculating capaci-
                                                                   ty is 19 + 2.58 = 21.58 miles.
             where  do is the diameter of  a single line with  the same
             delivery capacity as that of the individual parallel lines of   By  the principles  outlined  in  the examples, gas pipe
             diameters dl, d2 . . . and d,.  Lines of same length.   line systems may be analyzed, paralleled, cross-tied, etc.
                This value of do may be used directly in the Weymouth
             formula.                                              Example 2-15: Parallel System: Fraction Paralleled

             Example 2-13: Series System
                                                                      Determine the portion of a 30-mile, 18-in. (17.124in.
                                                                   I.D.) line which must be paralleled with 20-in. (19.00-in.
                Determine the equivalent length of a series of lines: 5
             miles of 14in. (13.25-in. I.D.) connected to 3 miles of 10-   I.D.)  pipe to raise the total system capacity 1.5 times the
                                                                   existing rate, keeping the system inlet and outlet condi-
             in. (10.136-in. I.D.) connected to 12 miles of 8-in (7.981-   tions the same.
             in. I.D.).
                Select 10-in. as the base reference size.
                The five-mile section of 14in. pipe is equivalent to:
                                                                                                               (2 - 108)
                L1 = 5(10.136/13.25)5,33 1.195 miles of 10-in.
                                    =

                The 12 mile section of 8-in. is equivalent to:
                                                                      For this example, qdb = 1.5 qda
                L1 = 12(10.136/7.981)5.33 = 42.8 miles of 10-in.

                Total equivalent length of line to use in calculations is:         (1/1.5)n - 1        = 0.683
                                                                                      1
                                                                                               l2
                1.195 + 3.0 + 42.8 = 46.995 miles of  10-in. (10.136in. I.D.).   [l + (19.00/17.124)'~667   - I1
                An alternate procedure is to calculate (1) the pressure
              drop series-wise one section of the line at a time, or (2)   This means 68.3 percent of the 30 miles must be paral-
              capacity for a fixed inlet pressure, series-wise.    lel with the new 19-in. I.D. pipe.
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