FORMULA 1 TO § 54.15-25(C)(1)
Q = FGA0.82
where:
Q = minimum required rate of discharge in cubic meters (cubic feet) per minute of air at standard conditions 15 °C and 103 kPa (60 °F and 14.7 psia).
F = fire exposure factor for the following tank types:
F = 1.0 for tanks without insulation located on the open deck.
F = 0.5 for tanks on the open deck having insulation that has approved fire proofing, thermal conductance, and stability under fire exposure.
F = 0.5 for uninsulated independent tasks installed in holds.
F = 0.2 for insulated independent tanks in holds or for uninsulated independent tanks in insulated holds.
F = 0.1 for insulated independent tanks in inerted holds or for uninsulated independent tanks in inerted, insulated holds.
F = 0.1 for membrane and semi-membrane tanks.
G = gas factor of:
G = [(177 ÷ LC) ([RADIC]((ZT) ÷ M))] SI units
G = [(633,000 ÷ LC) ([RADIC]((ZT) ÷ M))] English units
where:
L = latent heat of the material being vaporized at the relieving conditions, in Kcal/kg (Btu per pound).
C = constant based on relation of specific heats (k), table 1 to § 54.15-25(c) (if k is not known, C = .606(315)).
Z = compressibility factor of the gas at the relieving conditions (if not known, Z = 1.0).
T = temperature in K = (273 + °C) (R = (460 + °F)) at the relieving conditions (120% of the pressure at which the pressure relief valve is set).
M = molecular weight of the product.
A = external surface area of the tank in m2 (sq. ft.) for the following tank types:
For a tank of a body of revolution shape:
A = external surface area.
For a tank other than a body of revolution shape:
A = external surface area less the projected bottom surface area.
For a grouping of pressure vessel tanks having insulation on the vessel's structure:
A = external surface area of the hold without the projected bottom area.
For a grouping of pressure tanks having insulation on the tank:
A = external surface area of the pressure tanks excluding insulation, and without the projected bottom area.
Note 1 to Formula 1 to § 54.15-25(c)(1) :
Figure 1 to § 54.15-25(c)(1) shows a method of determining the side external surface area of a grouping of vertical pressure tanks.
Table 1 to § 54.15-25(c)(1) -Constant C
k | C | |
1.00 | .606 | (315) |
1.02 | .611 | (318) |
1.04 | .615 | (320) |
1.06 | .620 | (322) |
1.08 | .624 | (324) |
1.10 | .628 | (327) |
1.12 | .633 | (329) |
1.14 | .637 | (331) |
1.16 | .641 | (333) |
1.18 | .645 | (335) |
1.20 | .649 | (337) |
1.22 | .652 | (339) |
1.24 | .658 | (341) |
1.26 | .660 | (343) |
1.28 | .664 | (345) |
1.30 | .667 | (347) |
1.32 | .671 | (349) |
1.34 | .674 | (351) |
1.36 | .677 | (352) |
1.38 | .681 | (354) |
1.40 | .685 | (356) |
1.42 | .688 | (358) |
1.44 | .691 | (359) |
1.46 | .695 | (361) |
1.48 | .698 | (363) |
1.50 | .701 | (364) |
1.52 | .704 | (366) |
1.54 | .707 | (368) |
1.56 | .710 | (369) |
1.58 | .713 | (371) |
1.60 | .716 | (372) |
1.62 | .719 | (374) |
1.64 | .722 | (376) |
1.66 | .725 | (377) |
1.68 | .728 | (379) |
1.70 | .731 | (380) |
1.72 | .734 | (382) |
1.74 | .736 | (383) |
1.76 | .739 | (384) |
1.78 | .742 | (386) |
1.80 | .745 | (387) |
1.82 | .747 | (388) |
1.84 | .750 | (390) |
1.86 | .752 | (391) |
1.88 | .755 | (392) |
1.90 | .758 | (394) |
1.92 | .760 | (395) |
1.94 | .763 | (397) |
1.96 | .765 | (398) |
1.98 | .767 | (399) |
2.00 | .770 | (400) |
2.02 | .772 | (401) |
2.20 | .792 | (412) |
46 C.F.R. §§54.15-25