FLOODING
F
A
CT
ORS
FOR
IG541 (cubic f
eet/cubic f
oot)
Specific
T
emp
.
V
olume
(°F)
Cu.
Ft./lb
.
33%
34%
34.2%
35%
36%
37%
38%
39%
40%
41%
42%
43%
44%
45%
46%
___
________
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
–40
9.001
0.505
0.524
0.528
0.544
0.563
0.583
0.603
0.624
0.645
0.666
0.687
0.709
0.732
0.755
0.778
–30
9.215
0.494
0.512
0.516
0.531
0.550
0.570
0.589
0.609
0.630
0.650
0.672
0.693
0.715
0.737
0.760
–20
9.429
0.482
0.501
0.504
0.519
0.538
0.557
0.576
0.596
0.615
0.636
0.656
0.677
0.699
0.720
0.742
–10
9.644
0.472
0.489
0.493
0.507
0.526
0.544
0.563
0.582
0.602
0.622
0.642
0.662
0.683
0.704
0.726
0
9.858
0.461
0.479
0.482
0.496
0.514
0.532
0.551
0.570
0.589
0.608
0.628
0.648
0.668
0.689
0.710
10
10.072
0.452
0.469
0.472
0.486
0.503
0.521
0.539
0.558
0.576
0.595
0.614
0.634
0.654
0.674
0.695
20
10.287
0.442
0.459
0.462
0.476
0.493
0.510
0.528
0.546
0.564
0.583
0.602
0.621
0.640
0.660
0.680
30
10.501
0.433
0.450
0.453
0.466
0.483
0.500
0.517
0.535
0.553
0.571
0.589
0.608
0.627
0.647
0.667
40
10.715
0.425
0.441
0.444
0.457
0.473
0.490
0.507
0.524
0.542
0.559
0.578
0.596
0.615
0.634
0.653
50
10.929
0.416
0.432
0.435
0.448
0.464
0.480
0.497
0.514
0.531
0.548
0.566
0.584
0.603
0.621
0.640
60
11.144
0.408
0.424
0.427
0.439
0.455
0.471
0.487
0.504
0.521
0.538
0.555
0.573
0.591
0.609
0.628
70
11.358
0.401
0.416
0.419
0.431
0.446
0.462
0.478
0.494
0.511
0.528
0.545
0.562
0.580
0.598
0.616
80
11.572
0.393
0.408
0.411
0.423
0.438
0.454
0.469
0.485
0.501
0.518
0.535
0.552
0.569
0.587
0.605
90
11.787
0.386
0.400
0.403
0.415
0.430
0.445
0.461
0.476
0.492
0.509
0.525
0.542
0.559
0.576
0.594
100
12.001
0.379
0.393
0.396
0.408
0.422
0.437
0.453
0.468
0.484
0.499
0.516
0.532
0.549
0.566
0.583
110
12.215
0.372
0.386
0.389
0.401
0.415
0.430
0.445
0.460
0.475
0.491
0.507
0.523
0.539
0.556
0.573
120
12.430
0.366
0.380
0.383
0.394
0.408
0.422
0.437
0.452
0.467
0.482
0.498
0.514
0.530
0.546
0.563
130
12.644
0.360
0.373
0.376
0.387
0.401
0.415
0.429
0.444
0.459
0.474
0.489
0.505
0.521
0.537
0.554
140
12.858
0.354
0.367
0.370
0.381
0.394
0.408
0.422
0.437
0.451
0.466
0.481
0.497
0.512
0.528
0.544
150
13.072
0.348
0.361
0.364
0.374
0.388
0.402
0.415
0.430
0.444
0.459
0.473
0.489
0.504
0.520
0.841
160
13.287
0.342
0.355
0.358
0.368
0.382
0.395
0.409
0.423
0.437
0.451
0.466
0.481
0.496
0.511
0.527
170
13.501
0.337
0.350
0.352
0.362
0.376
0.389
0.402
0.416
0.430
0.444
0.458
0.473
0.488
0.503
0.518
180
13.715
0.332
0.344
0.347
0.357
0.370
0.383
0.396
0.409
0.423
0.437
0.451
0.466
0.480
0.495
0.510
190
13.930
0.327
0.339
0.341
0.351
0.364
0.377
0.390
0.403
0.417
0.430
0.444
0.458
0.473
0.488
0.503
200
14.144
0.322
0.334
0.336
0.346
0.358
0.371
0.384
0.397
0.410
0.424
0.438
0.451
0.466
0.480
0.495
(Char
t contin
ued on bac
k side)
Flooding Factor Chart
SECTION V
UL EX-4510 12-1-01 Page 5-18
Содержание INERGEN
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Страница 115: ...SECTION XI UL EX 4510 12 1 01 Page 11 2 Typical Applications 002203 13 FT 10 FT 20 FT 2 FT 2 FT 2 5 FT 1 FT ...
Страница 116: ...SECTION XI UL EX 4510 12 1 01 Page 11 3 Typical Applications PIPING LAYOUT 006089 ...
Страница 121: ...ANSUL INCORPORATED ONE STANTON STREET MARINETTE WI 54143 2542 Part No 430149 01 2002 Ansul Incorporated Litho in U S A ...