This section is from the book "The Tinman's Manual And Builder's And Mechanic's Handbook", by Isaac Ridler Butt. Also available from Amazon: The Tinman's Manual And Builder's And Mechanic's Handbook.
To find the quantity of Water that will be discharged through an orifice, or pipe, in the side or bottom of a Vessel.
Area of orifice, sq. in. X
No. corresponding to height of surface above orifice, as per table
= Cubic feet discharged per minute.
Height of Surface above Orifice. | Multiplier. |
Ft. | |
1 | 2.25 |
2 | 3.2 |
4 | 4.5 |
6 | 544 |
8 | 64 |
10 | 7 1 |
12 | 7.8 |
14 | 84 |
16 | 9. |
Height of Surface above Orifice. | Multiplier. |
Ft. | |
18 | 9.5 |
20 | 10. |
22 | 10.5 |
24 | 11. |
26 | 11.5 |
28 | 12. |
30 | 12.3 |
32 | 12 7 |
35 | 13.3 |
Height of Surface above Orifice. | Multiplier. |
Ft. | |
40 | 14.2 |
45 | 15.1 |
50 | 16. |
60 | 17.4 |
70 | 18.8 |
80 | 20.1 |
90 | 21.3 |
100 | 22.5 |
To find the size of hole necessary to discharge a given quantity of Water under a given head.
Cubic ft. water discharged / No. corresponding to height, as per table = Area of orifice, sq. in.
To find the height necessary to discharge a given quantity through a given orifice.
Cubic ft. water discharged / Area orifice, sq. inches. = No. corresp. to height, as per table.
The velocity of Water issuing from an orifice in the side or bottom of a vessel being ascertained to be as follows;
√Height ft. surface above orifice X 5.4 =
Velocity of water, ft. per second.
√Height ft. X Area orifice, ft. X 324 =
Cubic ft. discharged per minute.
√Height ft. X Area orifice, ins. X 2.2 = Do. Do.
It may be observed, that the above rules represent the actual quantities that will be delivered through a hole cut in the plate; if a short pipe be attached, the quantity will be increased, the greatest delivery with a straight pipe being attained with a length equal to 4 diameters, and being 1-3 more than the delivery through the plain hole; the quantity gradually decreasing as the length of pipe is increased, till, with a length equal to 60 diameters the discharge again equals the discharge through the plain orifice. If a taper pipe be attached the delivery will be still greater, being 1½ times the delivery through the plain orifice; and it is probable that if a pipe with curved decreasing taper were to be tried, the delivery through it would be equal to the theoretical discharge, which is about 1.65 the actual discharge through a plain hole.
To find the quantity of Water that will run through any orifice, the top of which is level with the surface of water as over a sluice or dam.
√Height, ft. from water surface to bot-tom of orifice or top of dam
X
Area of water passage, sq. ft.
= Cub. ft. discharged per minute. Or,
Two-thirds Area of water passage, sq. ins X No. corresponding to height as per table, = Cub. ft. discharged per minute.
To find the time in which a Vessel will empty itself through a given orifice.
√Height ft. surface above orifice x Area water surface, sq, ins. /Area orifice, sq. in. X 3.7
= Time required, seconds.
The above rules are founded on Bank's experiments.
 
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