Page 102 - Pipeline Rules of Thumb Handbook

Pipe Design 89

Properties of Pipe

D t d W A o V m A f I Z

4.500 0.125 4.250 5.840 1.178097 92.644911 0.098516 4.12 1.83
0.156 4.188 7.240 89.961575 0.095662 5.03 2.24
0.172 4.156 7.950 88.592057 0.094206 5.49 2.44
0.188 4.124 8.660 87.233042 0.092761 5.93 2.64
0.219 4.062 10.010 84.629845 0.089993 6.77 3.01
STD 0.237 4.026 10.790 83.136406 0.088405 7.56 3.36
0.250 4.000 11.350 82.066080 0.087266 7.56 3.36
6.625 0.188 6.249 12.93 1.734421 200.292532 0.212985 19.7 6.0
0.219 6.187 14.99 196.337808 0.208779 22.6 6.8
0.250 6.125 17.02 192.422518 0.204616 25.5 7.7
STD 0.280 6.065 18.98 188.671072 0.200627 28.1 8.5
0.312 6.001 21.04 184.710235 0.196415 30.9 9.3
0.375 5.875 25.03 177.035128 0.188254 36.1 10.9
8.625 0.188 8.249 16.94 2.258020 349.016785 0.371133 44.4 10.3
0.219 8.187 19.66 343.790038 0.365575 51.1 11.9
0.250 8.125 22.36 338.602723 0.360059 57.7 13.4
0.277 8.071 24.70 334.116868 0.355289 63.4 14.7
0.312 8.001 27.70 328.346391 0.349153 70.5 16.3
STD 0.322 7.981 28.56 326.706916 0.347410 72.5 16.8
0.344 7.937 30.43 323.114514 0.343590 76.9 17.8
0.375 7.875 33.05 318.086203 0.338243 82.9 19.2
10.750 0.219 10.312 24.63 2.814343 545.418061 0.579980 87.0 16.2
0.250 10.250 28.04 538.879221 0.573027 113.7 21.2
0.279 10.192 31.20 532.797939 0.566560 125.9 23.4
0.307 10.136 34.24 526.959102 0.560352 137.5 25.6
STD 0.365 10.020 40.49 514.966704 0.547599 160.8 29.9
12.750 0.219 12.312 29.31 3.337942 777.500935 0.826770 169.3 26.6
0.250 12.250 33.38 769.690071 0.818464 191.9 30.1
0.281 12.188 37.43 761.918639 0.810200 214.1 33.6
0.312 12.126 41.45 754.186639 0.801978 236.0 37.0
STD 0.375 12.000 49.57 738.594720 0.785398 279.0 43.8
0.438 11.874 57.60 723.165661 0.768991 321.0 50.4
0.500 11.750 65.42 708.140511 0.753014 363.0 56.7
14.000 0.219 13.562 32.24 3.665191 943.389822 1.003171 226.0 32.3
0.250 13.500 36.72 934.783943 0.994020 255.0 36.5
0.281 13.438 41.18 926.217495 0.984910 285.1 40.7
0.312 13.376 45.62 917.690481 0.975843 315.0 45.0
0.344 13.312 50.18 908.929763 0.966527 344.3 49.2
STD 0.375 13.250 54.58 900.482886 0.957545 373.0 53.3
0.438 13.124 63.45 883.438151 0.939420 429.0 61.4
0.500 13.000 72.10 866.822970 0.921752 484.0 69.1

D = Outside diameter, in. I = Moment of Inertia, in. 4
t = Wall thickness, in. Z = Section modulus, in. 3
2
d = Inside diameter, in. Gals/ft. = d ¥ 0.0408
2
W = Pipe weight #/ft. Gals/mile = d ¥ 215.4240
2
A o = Outside surface area sq. ft./ft. Bbls/mile = d ¥ 5.1291
4
4
V m = Displacement, bbls/mile I = 0.0491 (D - d )
4
4
A f = Flow area, sq. ft. Z = 0.0982 (D - d )/D