TABLE 1
ALLOWABLE PARTICULATE EMISSION
RATES FOR SPECIFIC FLOW RATES
Effluent Flow Rate |
Rate of Emission |
acfm |
TSP lb/hr |
1,000 |
3.5 |
2,000 |
5.3 |
4,000 |
8.2 |
6,000 |
10.6 |
8,000 |
12.6 |
10,000 |
14.5 |
20,000 |
22.3 |
40,000 |
34.2 |
60,000 |
44.0 |
80,000 |
52.6 |
100,000 |
60.4 |
200,000 |
92.9 |
400,000 |
143.0 |
600,000 |
184.0 |
800,000 |
219.4 |
1,000,000 |
252.0 |
Interpolation and extrapolation of the data in this table shall be accomplished by the
use of the equation E = 0.048 q^{0.62 }for
total suspended particulate (TSP) where
E is the allowable emission rate in pounds per hour (lb/hr) and q is the stack
effluent
flow rate in actual cubic feet per minute (acfm).
TABLE 2
STANDARD EFFECTIVE STACK HEIGHT
BASED ON SPECIFIC FLOW RATES
Effluent Flow Rate |
Standard Effective Stack Height |
acfm |
ft |
1,000 |
12 |
2,000 |
15 |
4,000 |
19 |
6,000 |
22 |
8,000 |
24 |
10,000 |
26 |
20,000 |
34 |
40,000 |
43 |
60,000 |
49 |
80,000 |
55 |
100,000 |
59 |
200,000 |
75 |
400,000 |
96 |
600,000 |
110 |
800,000 |
122 |
1,000,000 |
132 |
Interpolation and extrapolation of the data in this table shall be accomplished by the
use of the equation H_{E} = 1.05 q^{0.35}
where H_{E }is the
standard effective stack height in feet and q is the stack effluent flow rate in acfm.