ENCLOSURE 2
Attachment 8
C.D.I. Technical Note No. 05-34,"Test Condition TC15a LoadComparison for Quad Cities Unit 1," Revision 0, dated
August 2005
C.D.I. Technical Note No. 05-34
Test Condition TC I 5a Load Comparison for Quad Cities Unit I
Revision 0
Prepared by
Continuum Dynamics, Inc.34 Lexington Avenue
Ewing, NJ 08618
Prepared under Purchase Order No. 85758 for
Exelon Generation LLC4300 Winfield Road
Warrenville, IL 60555
Approved by
014 RAlan J. Bilanin
August 2005
SUMMAR Y
To date, two high resolution loads have been developed for Quad Cities Unit I (QCI) at TestCondition TCI5a, as shown below.
Test Condition Strain Gage (SG) Correction Acoustic Circuit ModelIdentifier Technique UsedTC15a Reduced 80 Hz on C main Minimum Error Model
steam line, averaged single SGS32/S34 with SG pair S3 1/S33
on C main steam line onlyTC15a-2 Reduced 80 Hz on A and C Modified Benchmark
main steam lines, averaged Modelsingle SG with SG pairs for all
failed strain gage locations
Justification for reducing the 80 Hz frequency peak (± 4 Hz on either side) may be found in [1],while justification for averaging a single strain gage with a corresponding strain gage pair maybe found in [2]. A description of the Modified Benchmark and the Minimum Error models maybe found in [3].
C.D.I. has been asked by Exelon to develop the QCI high resolution load
Test ConditionIdentifierTC15a-3
Strain Gage (SG) CorrectionTechnique
Reduced 80 Hz on A and Cmain steam lines, averaged
single SG with SG pairs for allfailed strain gage locations
Acoustic Circuit ModelUsed
Minimum Error Model
and compare its predictions against TC15a, the other Minimum Error model. This reportsummarizes the low resolution results for TC15a_3 compared against TC I 5a, in preparation fordelivery of a high resolution load for structural analysis.
MODELING RESULTS
Table I compares the minimum, maximum, and RMS pressure levels for TC15a_3 and TCl5a at27 locations on the QCI dryer. Also included in this table is the comparison for two sensordifferences from the outside to the inside of the outer bank hoods at the same location: P3 - P13(the A-B side of the dryer) and P20 - P14 (the C-D side of the dryer). Figure I plots the valuespresented in Table 1.
A comparison of these values at the 27 locations shows that the differences between the two loadcases translate into an average reduction of the minimum pressure by 0.066 psid (the averageminimum pressure in TCI5a_3 is less minimum than the average minimum pressure in TCI5a),
2
-
an average reduction of the maximum pressure by 0.027 psid (the average maximum pressure inTCl5a_3 is less maximum than the average maximum pressure in TC15a), and an averageincrease of the RMS pressure of 0.002 psid (the RMS pressure in TC15a_3 is slightly larger thanthe RMS pressure in TCI5a).
Correspondingly, for the pressure difference P3 - P13, the minimum pressure in TC15a_3 is lessminimum than the minimum pressure in TC15a (by 0.056 psid), the maximum pressure inTC15a_3 is larger than the maximum pressure in TCI5a (by 0.021 psid), and the RMS pressurein TC15a_3 is smaller than the RMS pressure in TC15a (by 0.042 psid). For the pressuredifference P20 - P14, the minimum pressure in TC15a_3 is more minimum than the minimumpressure in TCI5a (by 0.161 psid), the maximum pressure in TC15a_3 is larger than themaximum pressure in TC15a (by 0.219 psid), and the RMS pressure in TC15a_3 is larger thanthe RMS pressure in TCI5a (by 0.056 psid).
Figures 2 to 28 show the PSD comparisons for locations P1 to P27. Figures 29 and 30 show thePSD comparisons for P3 - P13 and P20 - P14, respectively. It is seen that the two load cases arevery similar, with a noticeable, yet slight, 80 Hz signal in TC15a (possibly resulting from the factthat no adjustment was made to the A main steam line strain gage data).
REFERENCES
1. Exelon Generation Company. 2005. QCI Evaluation to Remove 80 Hz from Strain GageData. White Paper.
2. Structural Integrity Associates, Inc. 2005. Quad Cities Unit 1 Main Steam Line Strain GageReductions. Letter Report No. SIR-05-208 Revision 2 (draft), KKF-05-034.
3. Continuum Dynamics, Inc. 2005. Evaluation of Continuum Dynamics, Inc. Steam DryerLoad Methodology Against Quad Cities Unit 2 In-Plant Data. C.D.I. Report No. 05-10.
3
Table 1. Summary of pressure predictions at 27 sensors on the QCI dryer, based on the first 65seconds of data collected.
PressureSensor
Number
P1P2P3P4P5P6P7P8P9
P1OPl1P12P13P14P15P16P17P18P19P20P21P22P23P24P25P26P27
TC15aMinimum
(psid)
-1.342-1.028-1.938-0.723-1.038-1.301-1.054-0.837-1.674-1.322-0.946-2.335-0.549-0.461-2.027-0.366-1.160-1.691-1.986-3.342-1.641-1.439-0.332-1.138-1.342-0.294-0.335
TC15aMaximum
(psid)
1.3411.0101.8300.7550.8131.2671.0380.8091.6951.3640.8662.2310.4030.5121.8960.2891.1351.6961.8943.6211.4611.5270.2571.1931.3480.2800.285
1.215
1.9523.877
TCISaRMS(psid)
0.4380.2240.5040.1770.1990.3470.3380.1820.5100.4360.2090.6780.1060.1140.5690.0780.2750.5010.5891.0750.4070.4350.0730.2800.3280.0770.074
0.342
0.5531.148
TC15a_3Minimum
(psid)
-1.355-1.121-1.776-0.777-0.766-1.164-1.125-0.678-1.550-1.361-0.789-2.069-0.355-0.452-2.012-0.304-1.112-1.617-2.031-3.503-1.503-1.407-0.251-1.029-1.260-0.238-0.242
-1.180
-1.928-3.821
TC15a_3Maximum
(psid)
1.4401.1401.6880.7280.7991.1711.1790.7131.5621.3930.8482.1160.3430.4891.8820.2621.0141.7011.9413.7811.4621.3510.2041.1251.2580.2450.231
1.188
1.9734.096
TC15a_3RMS(psid)
0.4640.2700.4670.1820.1940.3120.3860.1610.5180.4580.1930.7410.0870.1060.5720.0630.2870.5170.6131.1240.3950.4450.0560.2570.2950.0640.059
0.344
0.5111.204
Average -1.246
P3-P13 -1.984P20 - P14 -3.660
4
07:1. ..qcn15(1)$--4
rncn(1)
9Lq
9E.-OI
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
-40 5 10 15 20 25 30
Pressure Sensor Number
Figure la. Comparison between TC15a and TC 15a_3 (minimum pressure). Pressure sensornumber P28 = P3 - P13, while pressure sensor number P29 = P20 - P14.
* _4
co
a.)
;.4
;X:Gn
5
4
3
2
1
00 5 10 15 20 25
Pressure Sensor Number30
Figure lb. Comparison between TC15a and TC15a_3 (maximum pressure). Pressure sensornumber P28 = P3 - P13, while pressure sensor number P29 = P20 - P14.
5
cof
1.4
. -
c)O
en
1.2
1
0.8
0.6
0.4
0.2
:;
00 5 10 15 20 25
Pressure Sensor Number30
Figure ic. Comparison between TC15a and TC15a_3 (RMS pressure). Pressure sensor numberP28 = P3 - P13, while pressure sensor number P29 = P20 - P14.
0.1
N
-o
*44
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
Figure 2. PSD comparison between TC15a (black curve) and TC15a_3pressure sensor number PI.
(blue curve) for
6
0.1
N
t1�C14
7�.- 4
Cn
I-
V)P--�
0.01
0.001
0.0001
10 5
10-60 50 100 150
Frequency (Hz)200
Figure 3. PSD comparison between TCI5a (black curve) and TCI5a_3 (blue curve) forpressure sensor number P2.
0.1
N
*_1
ma
V:
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
Figure 4. PSD comparison between TC15a (black curve) and TCl5a_3pressure sensor number P3.
(blue curve) for
7
CO)
0.01
N
-o
crA
0.001
0.0001
10-5
10-6 1 QI . . . i0 51
Figure 5. PSD comparison betweenpressure sensor number P4.
200
TC15a (black curve) and TCl5a 3 (blue curve) for
0.01
N
.1
carV)
0.001
0.0001
10-5
10-60 50 100 150 200
Frequency (Hz)
Figure 6. PSD comparison between TCl5a (black curve) and TC15a_3 (blue curve) forpressure sensor number P5.
8
CO'f
I
0.1
N
C,'
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
(blue curve) forFigure 7. PSD comparison between TC 1 5a (black curve) and TC I 5a_3pressure sensor number P6.
0.1
N
C,4
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
(blue curve) forFigure 8. PSD comparison between TC15a (black curve) and TCl5a_3pressure sensor number P7.
9
c o5>
0.01
N
rA
0.001
0.0001
10-5
10-60 50 100 150 200
Frequency (Hz)
Figure 9. PSD comparison between TC15a (black curve)pressure sensor number P8.
and TC 1 5a3 (blue curve) for
0.1
N
VC
P-o
0.01
0.001
0.0001
10
10-6
0 50 100 150Frequency (Hz)
200
Figure 10. PSD comparison between TC15a (black curve) and TCI'5a_3 (blue curve) forpressure sensor number P9.
10
COO(
0.1
* -
v:
0.01
0.00 1
0.0001
10-5
10-6 1 V . . I ._I
0 50 100Frequency(
Figure 11. PSD comparison between TC 1 5a (black curve)pressure sensor number PIO.
0.01 I I I I I I I I I I I
150 200'Hz)
and TC 1 5a3 (blue curve) for
N
t-".r
co--
0.001
0.0001
10 o
10-6
0 50 100 150Frequency (Hz)
200
Figure 12. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P11.
11
co (
1
-11
N
P-4
0.1
0.01
0.001
0.0001
10-5
10-6 t , I . . . . . .0 50 100
Frequency(
Figure 13. PSD comparison between TC15a (black curve)pressure sensor number P12.
0.001 7 I l 1 i I I I I I I
150 200(Hz)
and TC15a_3 (blue curve) for
N
u-L:
0.0001
10o
0-6
10-70 50 100 150 200
Frequency (Hz)
Figure 14. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P13.
12
co%
0.01
N
-o,7:
ci:
0.001
0.0001
10-5
10-6
0 -7 1 , - I I I I I I I
0 50 100Frequency(
Figure 15. PSD comparison between TC15a (black curve)pressure sensor number P14.
150 200(Hz)
and TC 1 5a3 (blue curve) for
0.1
N
._ma
0.01
0.001
0.0001
10-5
10-6
0 50 100 150 200Frequency (Hz)
Figure 16. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P1 5.
13
COQ
0.001
N
C-4* n
0.0001
10-5
10-6
10-70 50 1
Freque100 150 200ncy (Hz)
curve) and TC 1 5a3 (blue curve) forFigure 17. PSD comparison between TC15a (blackpressure sensor number P 16.
0.1
N
.t-
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
Figure 18. PSD comparison between TC15a (black curve) and TC15a_3pressure sensor number P17.
(blue curve) for
14
CIO
0.1
N
1=4
U)
A-
0.01
0.001
0.0001
10-5
10-6
10-70 50 100
Frequency (150 200
Hz)
and TC 1 5a_3 (blue curve) forFigure 19. PSD comparison between TC15a (black curve)pressure sensor number P18.
0.1
N
*_7:$
V:
0.01
0.001
0.0001
10-5
10-6
10-70 50 100 150
Frequency (Hz)200
Figure 20. PSD comparison between TC 15a (black curve) and TC I a_3 (blue curve) forpressure sensor number P19.
15
C11
1
0.1N
"-C.1-
Cnt
1:
0.01
0.001
0.0001
10
10-6
0 50 100 150Frequency (Hz)
200
Figure 21. PSD comparison between TC 1 5a (black curve) and TC 1 5a 3 (blue curve) forpressure sensor number P20.
0.1
0.01N
.-e 0.00 1
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
Figure 22. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P2 1.
16
0.1
N
.
C4
v:
0.01
0.001
0.0001
10-5
1 0 -6 1 . . . . I . ' I . . . . I I I I I I
0 50 100 150 200Frequency (Hz)
Figure 23. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P22.
0.001
N
co~
0.0001
10-5
10-6
10-7
10-80 50 100 150 200
Frequency (Hz)
Figure 24. PSD comparison between TC15a (black curve) and TC 15a_3 (blue curve) forpressure sensor number P23.
17
0.1
N
C"4* -o/
v:
0.01
0.001
0.0001
10-5
10-60 50 100 150
Frequency (Hz)200
Figure 25. PSD comparison between TC15a (black curve) and TC15a_3 (blue curve) forpressure sensor number P24.
0.01
N
.-
ca
V:O
0.001
0.0001
10
10-6
0 50 100 150 200Frequency (Hz)
Figure 26. PSD comparison between TC15a (black curve) and TCl5a-3 (blue curve) forpressure sensor number P25.
18
0.001
N
is
* C
AL4
0.0001
10 o
10-6
10-7 1 Y 1 I I I I V I I I I I0 50 100
Frequency (Hz'
Figure 27. PSD comparison between TC15a (black curve) andpressure sensor number P26.
0.001 I ' I I
200
TC 1 5a3 (blue curve) for
N
Cl4
P-e
0.0001
10-5
10-6
10-7
10-80 100
Frequency (Hz)200
Figure 28. PSD comparison between TC15a (black curve) and TC15a_3pressure sensor number P27.
(blue curve) for
19
I
0.1
N
coi
v::
0.01
0.001
0.0001
10 o
10-60 50 100 150
Frequency (Hz)200
Figure 29. PSD comparison between TC15a (black curve) and TC15a 3 (blue curve) for thedifference between pressure sensor number P3 and pressure sensor number PI3.
1
N
".O
.- 4
QnC�O
a�Cn0-4
0.1
0.01
0.001
0.0001
10-5
10-6
0 50 100 150 200Frequency (Hz)
Figure 30. PSD comparison between TC15a (black curve) and TC15a 3 (blue curve) for thedifference between pressure sensor number P20 and pressure sensor number P14.
20