Page 87 - Pipeline Rules of Thumb Handbook
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74    Pipeline Rules of Thumb Handbook

         Cross country pipeline—vertical down electrode consumption, pounds of electrode per joint*



             Wall
           Thickness        5 / 16 ≤           3 / 8 ≤            1 / 2 ≤            5 / 8 ≤           3 / 4 ≤

           Elec. Dia.  5 / 32 ≤  3 / 16 ≤  Total  5 / 32 ≤  3 / 16 ≤  Total  5 / 32 ≤  3 / 16 ≤  Total  5 / 32 ≤  3 / 16 ≤  Total  5 / 32 ≤  3 / 16 ≤  Total
           Nom. Pipe
            Dia., in.              lb                 lb                 lb                lb                 lb

               6      0.34  0.54  0.88   0.34  0.86  1.2
               8      0.45  0.71  1.2    0.45  1.1   1.6   0.45   2.2   2.7
              10      0.56  0.88  1.4    0.56  1.4   2.0   0.56   2.7   3.3
              12      0.67  1.0   1.7    0.67  1.7   2.4   0.67   3.2   3.9
              14      0.73  1.1   1.8    0.73  1.8   2.5   0.73   3.5   4.2   0.73   5.7   6.4   0.73  8.3    9.0
              16      0.84  1.3   2.1    0.84  2.1   2.9   0.84   4.0   4.8   0.84   6.5   7.3   0.84  9.4   10.2
              18      0.94  1.5   2.4    0.94  2.3   3.2   0.94   4.5   5.4   0.94   7.3   8.2   0.94  10.6  11.5
              20      1.10  1.6   2.7    1.10  2.6   3.7   1.1    5.0   6.1   1.1    8.1   9.2   1.1  11.8   12.9
              22      1.20  1.8   3.0    1.20  2.9   4.1   1.2    5.5   6.7   1.2    8.9  10.1   1.2  13.0   14.2
              24      1.30  2.0   3.3    1.30  3.1   4.4   1.3    6.0   7.3   1.3    9.7  11.0   1.3  14.2   15.5
              26      1.40  2.1   3.5    1.40  3.4   4.8   1.4    6.5   7.9   1.4   10.5  11.9   1.4  15.3   16.7
              28      1.50  2.3   3.8    1.50  3.7   5.2   1.5    7.0   8.5   1.5   11.3  12.8   1.5  16.5   18.0
              30      1.60  2.5   4.1    1.60  3.9   5.5   1.6    7.5   9.1   1.6   12.1  13.7   1.6  17.7   19.3
              32      1.70  2.6   4.3    1.70  4.2   5.9   1.7    8.0   9.7   1.7   13.0  14.7   1.7  18.9   20.6
              34      1.80  2.8   4.6    1.80  4.4   6.2   1.8    8.6  10.4   1.8   13.8  15.6  1.8   20.1   21.9
              36      1.90  2.9   4.8    1.90  4.7   6.6   1.9    9.1   11.0  1.9   14.6  16.5   1.9  21.3   23.2
              38      2.00  3.1   5.1    2.00  5.0   7.0   2.0    9.6   11.6  2.0   15.4  17.4   2.0  22.4   24.4
              40      2.10  3.3   5.4    2.10  5.2   7.3   2.1   10.1  12.2   2.1   16.2  18.3  2.1   23.6   25.7
              42                         2.20  5.5   7.7   2.2   10.6  12.8   2.2   17.0  19.2  2.2   24.8   27.0
              44                         2.30  5.7   8.0   2.3   11.1  13.4   2.3   17.8  20.1  2.3   26.0   28.3
              46                         2.40  6.0   8.4   2.4   11.6  14.0   2.4   18.6  21.0  2.4   27.2   29.6
              48                         2.50  6.3   8.8   2.5   12.1  14.6   2.5   19.4  21.9  2.5   28.3   30.8

         * “Electrode required.” Figures in the table include 4-in. stub lengths. These figures will vary with different stub loss practices.
                             5
         Quantities required for the  / 32 ≤ size will vary based on travel speeds of the stringer bead and hot pass. Slow travel speeds may increase these
         quantities by up to 50%.
         Reprinted courtesy of the Lincoln Electric Company.




         Guidelines for a successful directional crossing bid package


           The Directional Crossing Contractors Association (DCCA)            Development and uses
         has been addressing the issue of what information should be
         made available to contractors and engineers so that future  Originally used in the 1970s, directional crossings are a mar-
         projects proceed as planned. Crossings of rivers and other  riage of conventional road boring and directional drilling of oil
         obstacles using directional drilling techniques are increasingly  wells. The method is now the preferred method of construc-
         being utilized around the world. As in any construction  tion. Crossings have been installed for pipelines carrying oil,
         project, it is necessary for the contractor to have as much  natural gas, petrochemicals, water, sewerage and other prod-
         information as possible to prepare a competitive and com-  ucts. Ducts have been installed to carry electric and fiber optic
         prehensive proposal and to be able to successfully install the  cables. Besides crossing under rivers and waterways, installa-
         crossing. Better preconstruction information also allows the  tions have been made crossing under highways, railroads,
         work to be undertaken more safely and with less environ-  airport runways, shore approaches, islands, areas congested
         mental disturbance.                                   with buildings, pipeline corridors and future water channels.
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