Water Lifted By Compressed Air
For Municipal, Manufacturing, Irrigation or Other Water Supply
År: 1905
Forlag: The Ingersoll-Sergeant Drill Company
Sted: New York
Udgave: 1
Sider: 96
UDK: 621.65-69
Catalog No 73
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Tøtble of Sta-ndøcrd Dimensions of Wrought Iron
Pipe.
Nominal Actual Actual Internal External U. S. Gallon Weight of
Inside Inside Outside Area Square Area Square per Foot Pipe per
Diameter. Diameter. Diameter. Inches. Inches. of Pipe. Lineal Foot.
Inches. Inches. Inches. Sq. Inches. Sq. Inches. Gallons. Pounds.
Va .270 .4,05 .057 .1288 .0029 .24
14 .364. .540 .104 .2290 .0054- .42
.493 .675 .191 .3578 .0099 .56
¥2 .622 .840 .304. .554 .0158 • 8+
% .82+ 1.050 .533 .866 .0277 1.12
1 1.048 1.315 .861 1.358 .04.47 1.67
114 1.380 1.660 1.496 2.164. .0777 2.24
ly2 1.610 1.900 2.036 2.835 .1058 2.68
2.067 2.375 3.356 4..4.30 .174-3 3.61
2% 2.468 2.875 -1.780 6.4.92 .2483 5.7-t
3 3.067 3.500 7.383 9.621 .3835 7.54
31/0 3.548 4..OOO 9.887 12.566 .5136 9.00
4- 4..026 -1.500 12.730 15.90+ .6613 10.66
4.508 5.000 15.961 19.635 .829 12.34
5 5.045 5.563 19.986 24.301 1.038 14.50
6 6.065 6.625 2X.890 34.472 1.500 18.76
7.023 7.625 38.738 45.664 2.01 2 23.27
S 7.981 8.625 50.027 58.4.26 2.599 28.18
9 8.937 9.625 <52.730 72.760 3.259 33.70
10 10.018 10.75 78.823 90.763 4.095 40.06
11 11.000 11.75 95.033 108.434 4.937 4«5.O2
12 12.000 12.75 113.098 127.677 5.875 4-9.00
13 13.25 1 + 1 37.887 153.938 7.163 54.00
14 14..25 15 159.485 176.715 8.285 58.00
15 15.25 16 t82.665 201.062 9.489 62.00
Standard Dimensions of Couplings for Stee^m. Gas
and Walter Pipe—Blazek acrid Ga.lva.nized.
Size of Pipe, Inside Outside Outside Length Thread Average Weight of
Nominal, In- Diameter of Diameter of Area of of per Inch
side Diameter. Coupling. Coupling. Coupling. Coupling. of Screw. Pounds.
Inches. Inches. Inches. Inches.
Vs 11-32 19-32 .276 13-16 27 .031
% 15-32 23-32 .405 15-16 18 .046
% 37-64 27-32 .559 1 1-16 18 .078
¥2 23-32 1 .785 1 5-16 14 .124.
% 63-64- 1 21-64 1.382 1 9-16 14. .250
1 1 11-64. 1 9-16 1.917 1 13-16 iiy2 .455
m, iy2 1 61-64. 2.953 2% 11% .562
iy2 1% 2 7-32 3.832 2% ny2 .800
2 2 7-32 2% 5.939 2% ny2 1.250
2V2 2 21-32 3 9-32 8.419 2% 8 1.757
3 3% 3 15-16 12.177 3Vs 8 2.625
3% 3 25-32 4. 7-16 15.466 3% 8 4.000
•i 4. 17-64- n. 19.635 3% S + .125
r>y2 23.758 3% 8 4.875
5 9-32 6 7-32 30.34-7 + % 8 8.+37
6 6 11-32 7 5-16 4-1.991 8 10.625
7% 8 5-16 54.255 4,14 8 11.270
8 8% 9 5-1G 68.078 4% S 15.150
9 9 7-16 10% 84.541 r>y8 8 17.820
10 10 7-16 11 21-32 106.688 6 Vs 8 27.700
11 11 15-32 12 21-32 125.78 6¥8 8 33.250
12 12 7-16 13% 151.20 R’/s 8 43.187
13 13 11-16 15 1-16 178.16 6y8 8 +9.280
14 14. 23-32 16% 210.60 6 Vs 8 63.270
15 15 11-16 17% 237.10 61/b 8 66.000
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