0 - Hanford Site
0 - Hanford Site
0 - Hanford Site
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'11^' I<br />
" Elbow 90` Elbow, R1D = 1.5, S.St1 6 40S &065 CD3-1 0.1 I -- -<br />
' Expansion 1ouu, G-614 6' Expmtsion Joint G ( 40S 5.9 11 CR6-3 024<br />
" Tee 6 x 6 x 1 tee, flow tltru 6 40S 6.065 12 ED5-3 0.26<br />
P23 Piping,G-VCG- 36-W8 6' straight duct,S.Stl 6 40S 6.065 -17.12 CD11-I ARROW<br />
Towl •d SI1M(G194:G198) incltcs =rSUMQ194119R)<br />
-+6199112<br />
fl<br />
113 Wye Il1 45' Lateral 3rmw3, Flow 6 x 8 40S 6.06518.329" 10 ED5-2 0.61<br />
Pan Curve, NYR Modcl No. 1508 Test Datsity: 0.0553 IbuJcu ft Mechanical<br />
Q Ft/ Min V, IN H2O Std Efficiency.<br />
0 12 67,16<br />
500 13.75 67.36<br />
-5004B207 13 67.36<br />
500+0 2 08 11.25 67.36<br />
500+8209 8 67.36<br />
=500+821 D 425 67.36<br />
-500+8211 0 6736<br />
8ackdraft Damper Pressure Drop ReC SN(JPPS 90144<br />
24 x 24 wolotypc For 8" Pipe Area sch 10 Dia.<br />
Vs, fpm dP, ntcbcs w.c. Q, ChM sq. R ft<br />
700 0.13 -+8217•ES217 =+PIO•1:217^214 =8.329112<br />
800 0.135 -+8218•ES217<br />
900 0.14 -+8219•E$217<br />
1000 0.145 -+8220•F$217<br />
1500 0.18 =+8227•ES217<br />
2000 0.23 -+8222•ES217<br />
2500 0.27 -+p223.15217<br />
3000 0.32 -+8224•E$2l7<br />
3500 10.36 =+8225•ES217<br />
RPP-24544 REV Id<br />
A5-628