-
Notifications
You must be signed in to change notification settings - Fork 10
/
ORNL-2106.txt
30423 lines (16516 loc) · 615 KB
/
ORNL-2106.txt
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
663
664
665
666
667
668
669
670
671
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
687
688
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
921
922
923
924
925
926
927
928
929
930
931
932
933
934
935
936
937
938
939
940
941
942
943
944
945
946
947
948
949
950
951
952
953
954
955
956
957
958
959
960
961
962
963
964
965
966
967
968
969
970
971
972
973
974
975
976
977
978
979
980
981
982
983
984
985
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
RIETTA ENERGY SYSTEMS LIBRARIES
IR
yvou wish someone else to s ihis docment,
i werie with document and the horary il
Viaiigs o sumii,
This report was prepcred as an occount of Government sponsored work, Neither the United ,S}utes_,
nor the Commission, ner a‘ny’pe‘rscm acting on behalf of the Commission: L -
A. Makes any warranty or represerntoflon, express or implied, with respect ‘to-the q{:;fu_rocy,
completeness, or usefulness of the informotion contained in this report, or ,thdi:}_h_e use of
any -~ information, apparatus, method, or proces_s' disclosed in this repott may not infringe
privately owned rights; or _ o
As_sum.es any liabilities with respect to the use of, or for damages. resulting from the use of =
any informcflon, apparatus, method, or process disclesed in this report.
As used in the above, '‘person acting on behalf of the _Co,rprpis_s'ion_'_'Vrin'clip'dé;f. any employee of
contractor of the Commission to the extent that such employee or contractor prepares, handles
or distributes, or provides access to, any information pursuant to his employment or confract
with the Commission,
Part 1
AIRCRAFT REACTOR ENGINEERING
S. J. Cromer
"
—— e b
+¥
1.1. AIRCRAFT REACTOR TEST DESIGN
A. P. Fraas
STATUS OF ART DESIGN
Design work on the Aircraft Reactor Test (ART)
reactor, heat-exchanger, pump, and pressure-shell
assembly is nearing completion. Layouts on all
the major subassemblies have been completed,
along with the major portion of the drawings of the
detailed parts. Drawings for the remaining parts
should be completed during the coming quarter.
The applied mechanics and stress analysis work
is accompanying the design, with rough first ap-
proximations being completed, usually, shortly
after completion of the layouts and with better,
second approximations following closely, in most
instances, upon completion of the detail drawings.
In cases in which component tests have been
deemed essential, the results are being anclyzed
and modifications in details made when essential.
Of course the analyses have not been completed
for many very complex situations, and many key
component tests have not yet been run. It is
believed that modifications that will be required
as the results of this work become available will
probably involve only relatively minor reworking
of partially fabricated parts. Such a calculated
risk- is necessary and inherent in design work in-
volving such exceptional extrapolahons of avail-
able technology.
The preliminary ‘layouts for the shield have been
modified to include provision for a substantial
amount of instrumentation and special equipment.
A one-half-scale model of the top portion of the
reactor {(commonly referred to as the “*north head''),
including the NaK manifolding, has been completed,
and models of the instrumentation components,
the lead shielding, and associated parts are well.
under way. Such models are used to investigate
assembly ‘and interference problems. - Preliminary
layouts have also been prepared for the arrange-
ment of the lube-oil, hydraulic-fluid, water, gas,
~ electrical, and instrumentation lines in the reactor
cell. A one-sixth-scale model of the entire ART
assembly is being kept closely abreast of this
work to ensure accessibility, freedom from inter-
ferences, etc. The fuel fill-and-drain tank design
has been completed, preliminary layouts for the
associated supports, shielding, plumbing and in-
strumentation have been prepared, and the con-
sequent assembly, accessibility, etc. problems
cre being studied in the one-sixth-scale model.
The detail design of the plumbing and equipment
installation outside the cell is well along and
should be largely completed during the coming
quarter;
APPLIED MECHANICS AND STRESS ANALYSIS
R. V. Meghreblian
North-Head Pressure Stresses
The stress analysis of the composite double-
deck structure of the north head, mentioned in the
previous report,! was completed. The analysis
was based on the pressure loads to which the
structure will be subjected during full-power oper-
ation. Since the actual design consists of two
- circular flat-plate decks joined by a complex
pattern of vertical baffles and walls arranged both
radially and circumferentially (Fig. 1.1.1), it was
not possible to carry out an analysis of this com-
posite structure which would yield an exact dis-
tribution of the elastic stresses. Moreover, this
structure is to be exposed to various operating
conditions at temperatures of 1200°F and above
_for about 1000 hr, and it is expected that thermal
distortions and creep will cause redistributions
of stresses which will differ markedly from any
predicted elastic stresses. It is not entirely
meaningful therefore to think in terms of an exact
stress distribution, and, for this reason, precise
analyses of this structure were not attempted.
So long as the proposed design is capable of
supporting the operating loads at relatively low
stress levels, the details of the exact distribution
are not important. From the viewpoint of creep
limitations, it would suffice to know the general
focation and magnitude of the highest stresses
in the system,
This information has beéen obtamed from a series
of calculations based on simplified geometric con-
figurations of the north-head structure, and these
results will eventually be checked by an experi-
mental stress analysis of a full-size aluminum
model, The calculations consisted of three parts:
a very elementary analysis in which the various
IR. V. Meghreblian, ANP Quar. Prog. Rep. March 10,
1956, ORNL-2061, p 22.
19
ANP PROJECT PROGRESS REPORT
of shells and plates subjected to a complex pattern
20
SRe—
jl PHOTOD 26471 .
A
X
-
Fig. 1.1.1. Plastic Model of ART North-Head Structure. _ :
deck and shell areas were treated as individual ,
plate segments with assumed edge conditions, : ORNL-LR- WG 14944
an analysis of two circular flat plates of annular _l_ - PRESSURE kL -
“shape joined by a continuous circumferential baffle UPPER DECK - N CONTOUR
(Fig. 1.1.2), and an analysis of a composite system / ! E S ™~
of plates and shells to represent the primary struc- . -
) . . - q N Y
tural members, which was based on the require- / N j H H ‘\\ \\
ment that the deformations of adjoining members / 4 N ' A D) N\
be matched along the various junction lines (welds). _ \
The first two analyses served to give a very crude CIRCULAR PLATES LOWER DECK
estimate of the stress levels involved. The pur- BAFFLE (CYLINDRICAL SHELL)
pose of the third analysis was to determine the *
stresses produced in the north head duve to com- ¢
patibility requirements of the various segments .
Fig. 1.1.2. Circular Plates with Baffle.
I
LT
of pressure loads. The idealized model used in
this calculation is shown in Fig. 1.1.3, and the
net pressure loads at various points are indicated,
This model represents approximately the cross
section indicated in Fig. 1.1.4., It includes some
‘of the longest spans which appear in the design,
and the results obtained from this model are there-
fore conservative,
The configuration of Fig. 1. l .3 was analyzed
by writing the deflection equation for each member
in terms of its load and edge conditions and solving
the resulting system of eleven simultaneous equa-
tions on the Oracle.
in terms of the moments and reactions at the gclnts'
and edges of the members, The stresses due to
these loads were then computed. The largest
stress, as indicated on Fig. 1.1.3, was found to
be 2100 psi. Since the highest temperature which
will occur in the north-head structure during full-
power operation will be approximately 1300°F,
this 2100-psi stress value is to be compared to
FUEL EXPANSION TANK WALL -
VERTICAL AXIS OF REACTOR
Sy
"'/4 in.
I | %
W////////////
50 psi (PRESSURE)
+— 8in.R
UPPER -DEC_K_ '
_‘_\fi%
wm
[
\w&\\\\\&m
SRR zOps. (PRESSURE)
FUEL SWIRL CHAMBER
—+— 9in. R
o uowsn DECK ' -
b _ 50ps.(pnessuas.) 1225ps: :
o~ R
890 psi
Fig. 1.1.3.
The results were obtained
7
PERIOD ENDING JUNE 10, 1956
the creep properties of Inconel in the fuel mixture
at about 1300°F, Creep tests have indicated that
‘the tensile stress required to produce rupture in
1000 hr at 1300°F is about 10,000 psi. The design
criterion for creep which has been selected for
the ART requires that the total deformation in
any member not exceed 0.2% strain in 1000 hr,
At 1300°F in the fuel mixture this corresponds to
a tensile stress of about 2000 psi.
The experimental program, designed as a check
on the calculations for the northehead structure,
is under way at the University of Tennessee. It
is believed that the combined results of the ana-
tytical studies and the model tests will reveal
any defects in the propesed design.
North-Head Thermal Stress
With the completion of the analysis for the
mechanical stresses in the north-head structure,
attention is now being directed to the determinae-
tion of the thermal stress disfl:ibutions. For this
-ECRER
ORNL-LR=DWG 14948
1500 p;\\\\ CONTOUR OF PRESSURE
| < \SH\ELL AND LINER
30psi (PRESSURE) N
_ ~ |
20 psi { PRESSURE}\ :
~ 2100 psi .~ 1600 psi \ ';} |
%// %’%//// /// ////////////////// -
o™ PN
—— e 4Tin R
‘/z in -
aaoo psi : 1o psi (PRESSURE) ',,
////%
3
Va in. 1270 psi—
Ideclized Configuration of North-Head Composite Structure (Sect%on A-A of Fig. 1.1.4).
21
ANP PROJECT PROGRESS REPORT
UNCLASSIFIED
ORNL-LR-DWG 14946
Fig. 1.1.4. Cross Section Used in Composite-
Deck Analysis.
purpose, calculations have been undertaken to
obtain preliminary estimates of the energy-
deposition rates throughout this region (see Chap.
1.2, **Art Physics’). The locations in the north
head at which these rates might lead to relatively
large temperature rises are indicated in Fig. 1.1.5.
The calculations of the associated temperature
distributions and the thermal stresses are presently
under way, |f these calculations yield excessive
temperature gradients, it is planned to review the
initial energy-deposition estimates and, if neces-
sary, perform more precise analyses.
Sodium Expansion Tank Design
The design analysis of the sodium expansion
tank was completed, and the configuration which
was found to be acceptable from both the pressure
and thermal stress viewpoints is shown in Fig.
1.1.6. The proposed design consists of a vertical
wall of more or less elliptical shape joined to
an end cap of slightly cylindrical curvature. This
cap (or roof) is welded to the control-rod thimble,
“which passes through the center of the ellipse.
The stress analysis of this design was based on
an idealized model consisting of a short, elliptical
cylinder with a flat-plate cap subjected .to an
22
internal pressure of 30 psi. The stresses in the
cap were computed from the relations for ‘an
elliptical plate with various edge conditions. The
stresses at the joint and in the vertical walls
were computed from the relations for an equivalent
circular cylinder with a flat head. These calcu-
tations indicate thet the moximum stress (1000
psi) is due to the bending moment at the cylmder-
cap junction. :
During full-power - operation the tank wfll be
partially filled with sodium at 1270°F to an
assumed depth of 2 in., and the upper portion of
the side walls and the roof of the tank will be ex-
posed to direct gamma radiation from the sodium
(Fig. 1.1.7). The outer surfaces of the tank are
to be surrounded by insulating material, and, if
no cooling is provided for these surfaces, the
metal temperature in the roof will rise to 1420°F.
Since the side walls are to be welded to the
pressure shell, which will be at 1250°F, there
will be differential thermal growth between the
roof and the shell, which will give rise to a'thermal
stress of 80,000 psi (based on an elastic analysis)
at the roof-wall intersection. This stress is con-
sidered to be excessive; and therefore cooling is
to be provided for the roof. Sodium at a tempera-
ture of 1250°F will be taken from the pressure-
shell cooling circvit and fed into a system of
tubes welded to the bottom surface of the roof.
A total flow of 3 gpm will pass through this circuit
at a pressure drop of 15 psi. The coolant sodium
will leave the roof circuit at 1270°F and spill
into the expansion tank volume, With this supply
of coolant, the average roof temperature will be
reduced to 1280°F.. The temperature profiles in
the roof in the vicinity of a’cooling tube are shown
in Fig. 1.1,8. The maximum thermal stress due to
this temperature structure is 10,000 psi.
ALUMINUM NORTH-HEAD MOCKUP FLOW
STUDIES
E. R. Dytko?
R. E. MocPherson
D. Ward
A fullesize aluminum mockup of the fuél"syr;tem
R. Curry?
components in the north head of the ART has been
set up with external piping to complete the
20n assignment from Pratt & Whitney -A_ircr-clft.
M
PERIOD ENDING JUNE 10, 1956
scomet
ORNL—LR-DWG 14947
"
Fig.r 1.1.5. Locations in ‘N-orth Hécd at Which Enargy bepdsition Might Cause Large Tempe
Increases.
PRESSURE SHELL/ TANK
"‘/
LINER — ] :
@___ FUEL
EXPANSION !
TANK
UPPER DECK :
—\ 5:) -3 P |
T
!
> _
'II/II/I//II//IZ c M
1
¢
%
.
== Na EXPANSION
rature
- 23
|
|
ANP PROJECT PROGRESS REPORT
——— i —— —
———
-
-
— -
——
-——
- -
by
——
-
j
N\
TTTTOAN
1
A
\
\
~
——— e e =
Iy
—
/
/
/
#
/ K
i
!
/d.____.__._.(
COOLING TUBES
e —_———
—_—-
[ iy N
\ N
N N N
\ON NSNS
\\ \ “ q\
N Y
L
k
\
\
UNCLASSIFIED
ORNL-LR-DWG 14948
—— -
-
~
.(
S
p——————
-
—_—————
-
\
\
\c
1
I
\
\
1
\
\
\
—
o ——
RELAXATION SECTION
/ (SEE FIG. t.1.8)
T“T
LEVEL OF SODIUM IN TANK |
\1270°F Na
SIDE WALLS — ——
LINER
PRESSURE SHELL
EXPANSION
- LOOP TANK ROOF
COCLING TUBES
1270°F Na
\CONTROL ROD HOUSING 1250°F Na
SECTION A-A
Fig. 1.1.6. Sodium Expansion Tank Design.
circuits,® ond flow tests with water being pumped
by the two fuel pumps under simulated reactor flow
conditions are under woy.
Twin fuel pump operation has been demonsitrated
up to 3000 rpm, although 2400 rpm produced approxi-
mately rated conditions of head and flow, De-
gassing of the system with pump speeds of 2400
rpm required less than 30 sec with the water level
1 in. or more above the bottom of the surge chamber.
When the speeds of both pumps were lowered in-
unison from 2400 rpm, the first signs of ingassing
3p. R. Ward, ANP Quar, Prog. Rep. Dec. 10, 1955,
ORNL-2012, p 65, Fig. 2.29.
24
occurred at 1200 rpm. The amount of gas entrained
during operation with the pump speeds matched
was believed to have reached a maximum, not
exceeding 0.1 vol %, at 500 rpm, At speed levels
above 1200 rpm, ingassing could not be detected
with mismatching of up to 5%. Mismatching the
speeds by 20% produced ingassing estimated to
be 0.5 vol %. When the power to one of the hy-
draulically driven fuel pumps was cut off while
both pumps were running uniformly at 2400 rpm,
about 13 sec was required for the one pump to
stop. This one-pump-stopped condition created
ingassing of roughly 2 vol %. - "
tw
UNCLASSIFIED
ORNL~LR—-DWG 14949
pt———— INCONEL TANK RQOF ———=
SODIUM
LEVEL
06 N
ENERGY DEPOSITION (w/¢m3)
02 X
0 0.5 1.0 1.5 20
DISTANCE FROM BOTTOM SURFACE OF ROOF {cm)
Fig. 1.1.7. Energy fieaosition in .Sadi.am Ex;
pansion Tank Roof Due to Gamma Rediation.
Surging and insfabillity' were noted in pump
speeds, flow rates, pumpmg power, and mlef and
discharge pressures. It is believed that both the .
centrifuge hardware and the ‘unfavorable pump ‘inlet
pipe conflgurahons ‘were - conmbutmg to the ‘ob-"
served mstabihty. The ‘addition of stralghtemng,
vanes to’ the pump inlet. reglons rnaternally reduced
the surging. - ~This, ‘coupled with some modlflca-':.L_i;:‘surface immeduately below the guide vanes and
tions_to the xenon-removal system," _appears to again on the shell surface immediately below
____,_:"‘j__have reduced the* pressure fluctuaflons ‘to an-ace . the equafor, ‘however, the iimprovement was only
jceptable level fhat |s, about 0 5 psl m fhe full-_j_.-
S *’scale reactor; ” :
e Water bypassecl mta fhe surge chamber for sumu-,_- :
o lated Xenon removal was very turbuient, and splash-
wetting~ of “all- _surfaces ‘and entrainment of fine
“bubbles ‘resulted.” Methods ‘being . cansndered for__,, S
reducing the extreme turbulence in this region
include the addition of baffles, o reduction in
PERIOD ENDING JUNE 10, 1956
bypass flow rates, and o redesign of the passages
from the pumps to the surge chamber.
CORE FLOW STUDIES
W. T. Furgerson W. J. Stelzman
D. B. Trauger
Changes in design of both the center volute of
the axial-flow type of header and the island expan-
sion bellows located within the header of the
proposed ART core resuited in an unsatisfactory
core flow pattern being generated by the previously
satisfactory inlet guide vane, designated GS-2,
-and the conical baffle plate, designated GS-2-
P3 (ref. 4). Under the revised design, this par-
ticular guide vane and baffle plate combination
generated flow reversal ot the island surface in
the region of the equator. Systematic relocation
of the conical baffle plate only ond analysis of
the resulting core flow pattern yielded baffle plate
GS-2.P10, which, in combination with guide vone
GS-2, again generated a flow pattern containing
no flow reversal along either the outer core shell
or the islond surfaces. Brief periods of miner
flow reversals did occur at the equator; however,
‘these occurred in midstream ond seemed to be
caused by the turbulent condition of the fluid mass
in this region. In general, the flow generated in
the upper half of the core by this combination was
extremely unstable, but it exhibited excellent sur-
- face scrubbing, with very good transfer of fluid
from the walls, and excellent fluid niixing. Below
- the ‘equator, some improvements were noted in
~ the fluid flow properties; however, the streamlines
"again tended to hug the inner and outer surfaces
" as they approached the core outlet, - Attempts had
- previously been made with the criginal axial-flow
- “header - to improve the flow in the lower half of
the core by means of turbulators on the island
- minor, : This latest design is being evaluated in
~_the half-scale ART volume-heat-source apparatus
_{see Chap. 4. 'I,'v,"Heat Transfer and Phys:cal
- Propemes") - ' S o |
. ‘GUb-'Whumaa,‘ w. J. Ste'liz‘l_'han,"an‘iiiw.'T.. Fdrgerson,
AI;P Quar, Prog. Rep. March 10, 1955, 0RNL-206'|,
p 24.
25
ANP PROJECT PROGRESS REPORT