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American Society of Heating and Ventilating Engineers Guide, 1929
at the same time, the velocity in the main might easily be lowered to the point where it would not be sufficient to carry the material from the machines still in operation, and thus result in clogging the pipes. Ac cordingly, it is sometimes desirable to use velocities higher than the mini
mum to allow a factor of safety to cover this contingency.
Table 1. . Size of Connections for Wood-Working Machinery
Type of Machine
Diameter of Connections in
Inches
Band Saws, Blade 3-4 in. wide.--................................... ..................................
Planers, Matchers, Moulders, Stickers, Jointers, etc.--
Belt Sander, Belt 10-14 in. wide.;......................................................... ............ Drum Sander, 24 in------------- ----- -------- ------------------------- :.......... .................... Drum Sander, 48 in.--............................................................................ ...........
4 5
6.
4 5
6
7
.8
6
6
7
10
5-6
6-8 6-10
4-5
8
5
6
7 5
6
7
8 10
5
6
7 4
In some states codes have been issued specifying suctions to be main
tained for the more common dusts.
j
A suction standard should always be considered in conjunction with
the shape of hood, and size connection, as these factors together determine
the volume of air exhausted and its velocity which in turn are a measure
of the effectiveness of the exhaust system.
The cubic feet of air of standard density taken into the system at each
connection is given by the formula:
Q = iOOOAf^~i
where
, Q= cubic feet of air per minute. A -= area of connection in square feet. / *= orifice or restriction coefficient. * = static suction measured in inches of water.
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Chapter XXXIf--Dust, Exhaust and Collecting Systems
Table 2. Size of Connections for Grinding and Buffing Wheels
Diameter of Wheels
Grinding--
6 in. or less, not over 1 in. thick
7 in. to .9 in., inclusive, not over 1J4 in. thick.........
10 in. to 16 in.,
"
" " 2 in. a
17 in. to 19 in.,
"
" " 3 in. a
20 in. to 24 in.,
"
" " 4 in. u
25 in. to 30 in.,
"
" " 5 in. u
Buffing--
6 in. or less, not over 1 in. thick.
7 in. to 12 in., inclusive, not over 1^ in. thick.........
13 in. to 16 in.,
"
" " 2 in. a
17 in. to 20 in.,
"
" 3 in. u
21 in. to 27 in.,
"
" " 4 in. u
27 in. to 33 in.,
"
" " 5 in.
--
Max. Grinding . Surface
Sq. In.
19 43 101 180 302 472
19 57 101 189 338 518
Min. DiAm. of Branch
Pipes in Inches
3 3H 4 4H 5 6
3H 4 4H 5 6 7
Table 3. Suctions Required at Hoods For Connections of Usual
_______________
Proportions
Work
Static Suction in
In. of Water
Exhaustine from minding and huffing wheels
Exhausting from tumbling harrels
Exhausting from wood-working machinery--light dutv
Exhausting from wood-working machinery--heavy duty
Shoe machinery exhaust.
.............
FExlihnat ugsrtinindginfgroemxhrauubsbte..r...m....a...n..u..f.1a.c..tu..r.ing processes.
Exhausting from DOtterv orocesses..... .............
Lead dust and fume exhaust
Fur and felt machinery exhaust. .............
Exhausting from textile machinerv..... Exhausting from elevatinv and crushing machinerv
Conveying bulky and heavy materials
1-2
1-2
1-2
2-4 2-3
1-2
1-2
1-2
1-4 2-3 1-3
1-2
3-5
The orifice coefficient / is dependent upon the shape and construction of the hood and will range from 60 to 90 per cent. An average value is 70 per cent. .
Knowing the suction at each hood and the diameter of each connection', the volume of air passing up each branch can be taken from the accom panying Table 4. The sum of all these volumes gives.the total volume to be handled by the exhaust fan.
Common practice is to provide a main suction pipe having an area 20 to 25 per cent in excess of the sum of the areas of the branches enter ing it between the point in question and the dead end of the main. Similarly the discharge pipe leading from the fan outlet to collector is frequently made the same diameter as the large end of the main suction pipe. The reason for this increase in size is that a considerable power saving results from the lower air velocity. However, there is no technical reason why mains should be a certain percentage greater area than the
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