h.
Stack friction
(1)
Maximum at design conditions:
[_____] Pa inches water
i.
Stack height
(1)
Ground elevation:
[_____] m ft
(2)
Roof elevation:
[_____] m ft
(3)
Stack height:
[_____] m ft
(4)
Foundation or footing elevation:
[_____] m ft
j.
Wind pressure:
[_____] kg/m2 psf
Elevation Above Ground Level (m)
Wind Pressure (kg/m2)
0-9
[_____]
15
[_____]
23
[_____]
30
[_____]
38
[_____]
46
[_____]
53
[_____]
61
[_____]
Elevation Above Ground Level (ft)
Wind Pressure (psf)
0 - 30
[_____]
50
[_____]
75
[_____]
100
[_____]
125
[_____]
150
[_____]
175
[_____]
200
[_____]
k.
Wind velocity, gusting:
[_____] km/hr mph
l.
Stack inside diameter, minimum (below velocity cone):
[_____] mm
inches
m.
Maximum stack deflection (from vertical center line):
[_____] mm
inches
n.
Soil bearing stress, maximum:
[_____] kg/m2 psf
o.
Seismic zone:
[_____]
1.4.1.8
Fuel Oil Pumps
a.
Transfer pumps (for fuel oil tank truck or railroad tank car
unloading and transfer to tanks):
**************************************************************************
NOTE: At the text below, the values enclosed in
brackets are for No. 6 Low Sulfur fuel oil. Adjust
SECTION 15502N
Page 28
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