transmittal of arl venturi calibration report for ft ... · commission (nrc) staff requested a copy...
TRANSCRIPT
* Westinghouse
U.S. Nuclear Regulatory CommissionATTN: Document Control DeskWashington, DC 20555
Westinghouse Electric CompanyNuclear SenricesP.O. Box 355Pittsburgh, Pennsylvania 15230-0355USA
Direct tel: 412/374-4643
Direct fax: 412/374-4011
e-mail: [email protected]
Project No.: 700
Our ref: LTR-NRC-06-32
May 26, 2006
Subject: Transmittal of ARL Venturi Calibration Report for Ft. Calhoun Nuclear Station
Reference: J. B. Nystrom (ARL), "Calibration of Two 16" Wall Tap Flow Nozzle Meter Runs OmahaPublic Power District Purchase Order Number 0077262," ARL No. 080-05/C 1160, Rev. 1,
March 2005
During a recent CROSSFLOW Ultrasonic Flow Measurement System meeting, the Nuclear Regulatory
Commission (NRC) staff requested a copy of the Alden Research Laboratory (ARL) venturi calibration
report for the Ft. Calhoun Nuclear Station. Per your request, and with the concurrence of the Omaha Public
Power District (OPPD), Westinghouse Electric Company LLC (Westinghouse) is transmitting herewith a
copy of this report (Reference).
If you have any further questions regarding this matter, please do not hesitate to contact me at
(412) 374-4643.
Very truly yours,
James A. Gresham, ManagerRegulatory Compliance and Plant Licensing
Attachment: As stated
cc: A. G. Howe (NRC, w/o Attachment)J. A. Nakoski (NRC, w/o Attachment)G. S. Shukla (NRC, w/ Attachment)
ThoscfA BNFL Group company
CALIBRATION OF
TWO 16" WALL TAP FLOW NOZZLE METER RUNS
OMAHA PUBLIC POWER DISTRICT
PURCHASE ORDER NUMBER 0077262
MARCH 2005 ARL NO. 080-05/C 1160
Revision I
CERTIFIED BY
James B. Nystrom
ALDEN RESEARCH LABORATORY, INC.
30 SHREWSBURY STREET
HOLDEN, MASSACHUSETTS 01520
All Client supplied information and calibration results are considered proprietary and confidential to the Client. If
a third party is a witness are during calibrations or if the Client requests transmittal of data to a third party, Alden
considers that the Client has waived confidentiality for the Witness.
In the event the Client distributes any report issued by Alden outside its own organization, such report shall be used
in its entirety, unless Alden approves a summary or abridgment for distribution.
No advertising or publicity containing any reference to Alden or any employee, either directly or by implication, shall
be made use of by Client without Alden's written approval.
INTRODUCTION
Two 16" Wall Tap Flow Nozzle Meter Runs, Serial Numbers 158458/FEI 101/1395 and 158459
/1102/1398, were calibrated at the Alden Research Laboratory, Inc. (Alden) for Omaha Public Power
District under their Purchase Order Number 00077262, using Alden's standard test procedures, QA-
AGF-7-86, Revision 6. Flow element performance is presented as discharge coefficient, C, versus
pipe Reynolds number, in both tabular and graphical format for two tap sets.
FLOW ELEMENT INSTALLATION
The flow meters were installed in Test Line 2 in the Allen Facility, which is shown in plan view on
Figure 1. A pair of centrifugal pumps (300 horsepower each) provide a maximum head of about 150
ft and a maximum flow of about 44 ft3/s. Water was provided from a heated 180,000 gallon sump
under the test floor.
The detailed piping arrangements used for the calibrations, immediately upstream and downstream
of the flow element, are shown in Figure 2, including all significant fittings and pipe lengths.
Careful attention was given to align the flow element with the test line piping, and to assure no
gaskets between flanged sections protruded into the flow. Vents were provided at critical locations
of the test line to purge the system of air. A specially fabricated elbow was included downstream
of the meters to simulate field conditions
TEST PROCEDURE
The test technician verified proper installation of the flow element in the test line prior to introducing
water into the system to equalize test line piping and primary element temperature to water
temperature. After attaining thermal equilibrium, the test line downstream control valve was then
closed and vent valves in the test line were opened to remove air from the system. With the line flow
shut off, the flow meter output was checked for zero flow indication.
Alden Report 080-05/C 1160 Page I of 29
Figure I
Eb0
70CD
1000-0 TEST LINE I
LAA
TTEST LINE 2
TesT LINE 3 W7 A
I• BREAKDOWN0 VALVESWICHA
........ ....--.-. ....... .HHZTANK
PUMPS
RETURN PUMP-
SECTION A-A
Plan View of Allen High Reynolds Number Facility
Test Lines 1,2 and 3 ALDEN
Y
a
Prior to the test run, the control valve was set to produce the desired flow, while the flow was
directed to waste. Sufficient time was allowed to stabilize both the flow and the instrument readings,
after which the weigh tank discharge valve was closed and the weigh tank scale indicator and the
electric timer were both zeroed. To begin the test run, flow was diverted into the weigh tank, which
automatically started the timer.
At the start of the water collection, a computer based data acquisition system was activated to read
the meter output, such that the meter output was averaged while the weigh tank was filling. At the
end of the run, flow was diverted away from the weigh tank and the timer and data acquisition
system were stopped to terminate the test run. The weight of water in the tank, elapsed time, water
temperature, and average meter output were recorded on a data sheet. The data were entered into
the computer to determine the flow and the results were plotted so that each test run was evaluated
before the next run began. The control valve was then adjusted to the next flow and the procedure
repeated.
FLOW MEASUREMENT METHOD
Flow was measured by the gravimetric method using tanks mounted on a scale having a capacity
of 100,000 pounds with a resolution of 2 lbs. Water passing through the flow element was diverted
into the tank with a hydraulically operated knife edge passing through a rectangular jet produced by
a diverter head box. A Hewlett-Packard 10 MHz Frequency Counterwith a resolution 0.001 sec was
started upon flow diversion into the tank by an optical switch, which is positioned at the center of
the jet. The timer was stopped upon flow diversion back to waste and the elapsed diversion time was
recorded. A thermistor thermometer measured water temperature to allow calculation of water
density. Volumetric flow was calculated by Equation (1).
W (I)qa=
TpwBc
Alden Report 080-05/C 1160 Page 3 of 29
where q,, = actual flow, ftW
sec
W = mass of water collected, ib m
T = time, sec
= water density, fbm
B = buoyancy correction, I PaPw
IbmP = air density, -ift -
The buoyancy correction includes air density calculated by perfect gas laws with the standard
barometric pressure, a relative humidity of 75%, and measured air temperature. The weigh tank is
periodically calibrated to full scale by the step method using 10,000 Ibm of cast iron weights, whose
calibration is traceable to NIST. Flow calculations are computerized to assure consistency. Weigh
tank calibration data and water density as a function of temperature, are stored on disk file. Data
were recorded manually and on disk file for later review and reporting.
DISCHARGE COEFFICIENT CALCULATIONS
Discharge coefficient, C, is defined by Equation (2) and plotted versus pipe or throat Reynolds
number. The discharge coefficient relates the theoretical flow to the actual flow.
C- = = qa(2)w qth Ff Kdime
where C = discharge coefficient, dimensionless
Alden Report 080-05/C 1160 Page 4 of 29
qth
Ah
K.
= theoretical flow, ftW
sec
= thermal expansion factor, dimensionless
- differential head, ft at line temperature
ft2 -
= meter constant,sec
The theoretical proportionality constant, KM, between flow and square root of differential head is a
function of the meter throat area, the ratio of throat to pipe diameter;and the local gravitational
constant, as defined by Equation (3).
where
a t F2 -i
at = throat area, --- -, ft2
d = throat diameter, ftft
gj = local gravitational constant, 32.1625 -f-t at Alden
d
f3 = ratio of throat to pipe diameter, - , dimensionless
D = pipe diameter, ft
(3)
The effect of fluid properties, viscosity and density, on the discharge coefficient is determined by
Reynolds number, the ratio of inertia to viscous forces. Pipe Reynolds number, RD, is determined
Alden Report 080-05/Cl 160 Page 5 of 29
by Equation (4).
qDRD - (4)apr
where ap = pipe area, ft2
ft2
= kinematic viscosity, -
sec
FLOW METER SIGNAL RECORDING
The secondary element, which converts the primary element signal into engineering units, was one
of several "Smart" differential pressure transmitters having ranges of 250" W.C., 1000" W.C. and
100 psid. Each transmitter was calibrated with a pneumatic or a hydraulic dead weight tester having
an accuracy of 0.02% of reading. Transmitter signals were recorded by a PC based data acquisition
system having a 16 bit A to D board. Transmitter calibrations were conducted with the PC system
such that an end to end calibration was achieved. Transmitter output was read simultaneously with
the diversion of flow into the weigh tank at a rate of about 34 Hz for each test run (flow) and
averaged to obtain a precise differential head. For primary elements with multiple tap sets,
individual transmitters were provided for each tap set and all transmitters were read simultaneously.
Average transmitter reading was converted to feet of flowing water using a linear regression analysis
of the calibration data and line water temperatures to calculate appropriate specific weight.
TEST RESULTS
The results are presented in tabular and graphical format. The measured values of weight, time, and
.line temperature, which are used to calculate the listed flow, are shown in the tables. The average
transmitter reading used to calculate the differential head in feet of water at line temperature is also
Alden Report 080-05/C I 160 Page 6 of 29
shown in the tables. Flow meter performance is given as the discharge coefficient versus pipe
Reynolds number for both tap sets. The discharge coefficient was measured over a test range of
Reynolds numbers shown in the table below.
Serial Number Tap Set Pipe Reynolds Number
Minimum Maximum
158459/FE1102/1398 FW147-FW148&FW610-FW609 1,187,600 3,138,700
158458/FE1101/1395 FW145-FW146 & FW612-FW6I1 985,300 3,346,700
Mr. Neil Florentine of Westinghouse witnessed the tests.
As the operating Reynolds number exceeds the capability of the test facility, the discharge coefficient
at operating conditions must be estimated. The extrapolation utilizes the ASME MFC-3M 1988
Equation (32) page 35 describing discharge coefficient versus pipe Reynolds number as shown by
equation (5).
C = 0.9975- 0.00653( 106J (5)
The deviation of the measured coefficient from the equation value was calculated at each test
Reynolds number. The average deviation was used calculate the discharge coefficient at any
Reynolds number by equation (6).
C = 0.9975- 0.0065 + AClj0 (6)R D
Tables are given indicating the measured coefficients versus Reynolds number, predicted coefficients,
deviations, and average deviation over the test range. Plots of test data, predicted coefficients, and
extrapolated coefficients are shown for each meter.
Analysis shown in the following tables an plot of uncertainty versus Reynolds number indicates that
the flow measurement uncertainty is better than 0.15% at the 95% confidence level. Calibrations of
Alden Report 080-05/C 1160 Page 7 of 29
of the test instrumentation (temperature, time, weight, and length measurements) are traceable to the
National Institute of Standards and Technology (formerly the National Bureau of Standards) and
Alden's Quality Assurance Program is designed to meet ANSI/NCSL Z540-1-1994 "Calibration
Laboratories and Test Equipment-General Requirements" (supercedes MIL-STD-45662A).
Alden Report 080-05/Cl 160 Page 8 of 29
06
0
Figure 2 Plan View Allen Facility Line I & 2
LINE I - 2!- 513'-:
15'- 5"FLOW ELEMENT A
'0C
14!- 10"
OMAHA PUBLIC POWER DISTRICTPurchase Order Number 00077262
16" PIPING ASSEMBLYMarch, 2005
ALDEN
0
ZL
CD00
-I
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 0007726216" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158458 FEI 101/1395
TAP SET FW145 & FE146
CALIBRATIONDATE: March 23, 2005PIPE DIAMETER = 13.9250THROAT DIAMETER = 7.9710
Run Line# Temp
Deg F
0V0
12345
678910
111213
9090909090
9090909091
919191
AirTempDeg F
7373737373
7373737373
737373
NetWeight
lb.
9544195529953879558995730
9563095816957689578296097
952879519095232
RunDuration
secs.
118.952107.50897.23690.51284.425
78.14173.21469.46665.25561.880
133.852207.972156.811
Output(seenote]
3.834-4.252-4.748-5.187-5.677-
6.283-6.900-7.437-8.163-8.900-
7.847-4.420-6.255-
Flow
GPM
5804.56428.37096.6'7639.98203.0
8853.69468.29974.310619.811236.2
5150.73311.64394.1
H Line
Fr H20
19.41123.79729.00033.61438.767
45.13151.61057.24764.87872.622
15.3466.35511.170
PipeRey. #x 10A6
1.71381.89802.09282.25042.4220
2.61712.80492.95803.15623.3467
1.53410.98531.3088
Coef
0.99750.99770.99770.99770.9975
0.99780.99780.99810.99820.9982
0.99550.99450.9954
- dp transmitter volts
CALIBRATED BY: S.V.K.
The data reported on herein was obtained by measuring equipment the calibration of whichis traceable to NIST, following the installation and test procedures referencedin this report. resuIV in a flow measurement uncertainty of +/- 0.25% or less.
CERTIFIED B
U
00*00
CIo
1.010
1.005
1.000
0.995
0.990
0.985
n nA
i- T F T - T F T i- T F T
T -I- - r T C - i - TIO : I T -Ir - T - - II - IT I - II - T - - II - T -I
I~~ ~ ~~~ 1 L L I 1 111
IF T I- T F T i- T
I I I-
(b
0
u.0,VO
0.00 4.000.50 1.00 1.50 2.00
Pipe Reynolds Number2.50 3.00
(in millions)3.50 4.50
qa= CFaKM \/Ah
qa = Actual Flow (ft3 Isec)C = Discharge Coefficient ( Dimensionless)Ah = Pressure Differential ( Feet of Water at Run Temperature)
KM= Meter Constant = '.- 4 2.9418
Fa = Average Thermal Expansion Factor - 1.0004a = Throat Area (ft2 ) - 0.3465
g = Local Acceleration of Gravity (ft/sec2) 2 32.16258 = Ratio of Throat to Pipe Diameter ( Dimensionless) = 0.5724
Pipe Diameter (Inches) - 13.9250Throat Diameter ( Inches) - 7.9710
Dimensions By: OMAHA PUBLIC POWER DISTRICT
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 00077262
16" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158458 FE1101/1395
March 23, 2005
TAP SET FW145 & FW146
Certified B
Omaha Public Power DistrictPO # 00077262
16" Feedwater Flow NozzleTap Numbers FW145&FW146
Test Pipe Measured Predicted Translated# Reynolds # Coefficient Coefficient Coefficient
10000001 0.9853 0.9945 0.9925 0.99582 1.3088 0.9954 0.9932 0.99643 1.5341 0.9955 0.9935 0.99684 1.7138 0.9975 0.9937 0.99705 1.898 0.9977 0.9939 0.99726 2.0928 0.9977 0.9941 0.99737 2.2504 0.9977 0.9942 0.99758 2.422 0.9975 0.9943 0.99769 2.6171 0.9978 0.9944 0.997710 2.8049 0.9978 0.9946 0.997811 2.958 0.9981 0.9946 0.997912 3.1562 0.9982 0.9947 0.998013 3.3467 0.9982 0.9948 0.9980
5 0.9953 0.99856 0.9955 0.99877 0.9956 0.99898 0.9958 0.99909 0.9959 0.999110 0.9959 0.99921i 0.9960 0.999312 0.9961 0.999313 0.9961 0.999414 0.9962 0.9994
Average Deviation 0.0032
Alden Report 080-05/Cl 160 Page 12 of 29
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 0007726216" 1_EEDWATER NOZZLE ASSEMBLYSerial Number: 158458 FEI 101/1395
0
00C>
0
0m
0"0o
CALIBRATIONDATE: March 23, 2005PIPE DIAMETER = 13.9250THROAT DIAMETER = 7.9710
TAP SET FW611 & FW612
Run Line# Temp
Deg F
12345
678910
111213
9090909090
9090909091
919191
AirTempDeg F
7373737373
7373737373
737373
NetWeight
lb.
9544195529953879558995730
9563095816957689578296097
952879519095232
RunDuration
secs.
118.952107.50897.23690.51284.425
78.14173.21469.46665.25561.880
133.852207.972156.811
Output[seenote]
3.859-4.280-4.778-5.221-5.714-
6.324-6.946-7.487-8.217-8.960-
7.879-4.440-6.281-
Fow
GPM
5804.56428.37096.67639.98203.0
8853.69468.29974.310619.811236.2
5150.7'3311.64394.1
H Line
FT H20
19.41223.79828.99633.61338.748
45.11551.59657.24064.85672.615
15.3256.34511.152
PipeRey. #x 10ý'6
1.71381.89802.09282.25042.4220
2.61712.80492.95803.15623.3467
1.53410.98531.3088
Coef
0.99740.99770.99780.99770.9977
0.99800.99800.99810.99840.9983
0.99610.99540.9962
0
- dp transmitter volts
CALIBRATED BY: S.V.K.
The data reported on herein was obtained by measuring equipment the calibration of whichis traceable to NIST, following the installation and test procedures referencedin this report, resulting in a flow measurement uncertainty of +/- 0.25% or less.
CERTIFIED& "OQC2
U0 -:
4-)G
U,
cuq
1.010
1.005
1.000
0.995
0.990
0.985
n non
a I I I IIg I G I t I I
I II a aI a a i a i ia - I - F- +
I f
u.rou
0.00 0.50 1.00 1.50 2.00 2.50 3.00
Pipe Reynolds Number (in millions)3.50 4.00 4.50
tbj%10 qa = CFaKM \/Ah
qa = Actual Flow (ft3/sec)
C = Discharge Coefficient ( Dimensionless)Ah = Pressure Differential ( Feet of Water at Run Temperature)
a\//2g
KM= Meter Constant = T 78- 42.9418
Fa = Average Thermal Expansion Factor - 1.0004a = Throat Area (ft2 ) = 0.3465g = Local Acceleration of Gravity (ft/sec 2) - 32.1625B = Ratio of Throat to Pipe Diameter ( Dimensionless) = 0.5724
Pipe Diameter (Inches) - 13.9250Throat Diameter ( Inches) - 7.9710
Dimensions By: OMAHA PUBLIC POWER DISTRICT
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 00077262
16" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158458 FE1101/1395
March 23, 2005
TAP SET FW611 & FW612
Certified B9e0 4-
Omaha Public Power DistrictPO # 00077262
16" Feedwater Flow NozzleTap Numbers FW612&FW61 !
Test Pipe# Reynolds #
10000001 0.98532 1.30883 1.53414 1.71385 1.8986 2.09287 2.25048 2.4229 2.617110 2.80491I 2.95812 3.156213 3.3467
567891011121314
Measured Predicted TranslatedCoefficient Coefficient Coefficient
0.99540.99620.99610.99740.99770.99780.99770.99770.99800.99800.99810.99840.9983
0.9925 0.995970.9932 0.996620.9935 0.996950.9937 0.997170.9939 0.997360.9941 0.997530.9942 0.997650.9943 0.997770.9944 0.997890.9946 0.997990.9946 0.998070.9947 0.998160.9948 0.998240.9953 0.998730.9955 0.998920.9956 0.999070.9958 0.999190.9959 0.999290.9959 0.999380.9960 0.999450.9961 0.999520.9961 0.999570.9962 0.99962
Average Deviation 0.0034
Alden Report 080-05/C 1I 60 Page 15 of 29
OPPD 16" Wall Tap NozzlePO# 00077262March 23, 2005
1.000
0.998-
4-
C00
0.996-
0.994
0CP
0
0.992-
ASME Prediction0 Tap Set FW145 & FW146A Tap Set FW611 & FW612
Translated FW145 &FW146- - Translated FE611 & FW 612
4.0990
0 2 4 6 8 10 12 14 16
Pipe Reynolds Number 1,000,000's
Alden Report 080-05/C 1160 Page 16 of 29
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 0007726216" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158459 FE 1102/1398
CALIBRATIONDATE: March 23, 2005PIPE DIAMETER = 13.9380THROAT DIAMETER = 7.9700
0
00
0
on
-/I
0Q
TAP SET FWI47 & FWI48
Run Line# Temp
Deg F
12345
6789
10
1112
8888888888
8888898989
8989
AirTempDeg F
6767676767
6767676767
6767
NetWeight
lb.
9615596109959049581895736
9587895632954279554995371
9542195260
RunDuration
secs.
64.06666.52170.65774.25879.880
85.03391.38098.804110.002124.072
143.510169.140
Output[see
note)
8.468-7.992-7.287-6.777-6.121-
5.646-5.139-4.676-4.160-8.824-
7.110-5.667-
Flow
GPM
10854.710448.99816.59332.38668.0
8155.07569.16985.76282.55559.7
4809.34073.7
H Line
FT H20
68.05263.05555.65050.30343.407
38.43033.10128.24022.82917.902
13.4089.625
PipeRey. #x 10A6
3.13873.01792.83852.70172.5094
2.36362.19632.03181.82511.6170
1.40041.1876
Coef
0.99670.99680.99680.99670.9966
0.99650.99660.99580.99600.9954
0.99490.9947
Lar'b
- dp transmitter volts
CALIBRATED BY: S.V.K.
The data reported on herein was obtained by measuring equipment the calibration of whichis traceable to NIST, followifig the installation and test procedures referencedin this report, resulting in a flow measurement uncertainty of +/- 0.25% or less.
CERTIFIED Be &-0
U
- U,.
co
C))
00
X0
U
En
1.010
1.005
1.000
0.995
0.990
0.985
nt dt•O i.
I I 2 2 I 2 I I I I I I I I I , I 2 I I I 2 2
I I I 2 | I 2 I I I I 2 I I I 2 I I I 2 I I 2 I I I II I 2 " 2 I I I I I I I I I I I I I 2 I 2
I . I I I I I I I I I I I I I I I 2 2 I I I
l-- - r- T r--I - T r - T -i- I T - r" - T . .- -- r - T -I-- r" T r-f T r- --T r T
I I I 2 I I I I 2 I 2 2 I I 2 I I I i I i I I 2 I
- -- -.. + - - -I- I- + -t- I - -+ + -- - --- - + . . .- - + - - -I- - - - + . . - - +-t- - - - + -
2 I 2 i 2 2 2 I 2 I 2 I I 2 2 I I I I I I 2I I 1 I I I I Ii I I I I I t I I I I I I I 1 I
I 2 I I I I I I I I I I I I I I I I 2 I I I I I 2 I
I I II I II I IIII I I I I I I I I I I 2 vI I ~ I I
-I- r -I- re T 4 IT - r T r -T r T I 'r I T I r T-
I I F I I I I I I I I I I I I F I I I I I I I
-- -I- I-- T r- - - -+ . . .-- T r - T r- T r T.- r +I- -- T rI T- r TI - +-I I- +
2 2 I 2 2 2 2 I I 2 I I I I I I I I I I 2 I I I I I I
l I I | I I I I I I I I I I I I I I I I I I I I I
I I I I 1 I I I I I - i I I I I I I I I - I I I I I I
I 2 I I I I I I I I I I I I I I I I 2 I I I I 2 2
I I I 2 I I I I I I I I I I I 2 I I I I I I 2 I 2 I
2 I I I I I I I I I I I I I I I I I I 2 I I I I I I
I I I 2 I 2 I 2 I I 2 2 2 2 I I 2 I I 2 2 2 I 2 I I I
I I I] • •ItI I I I I I I I I I I I I I I ! I I I
0000
1..001.!00 1.25 1.50 1.75 2.00
Pipe Reynolds Number2.25 2.50
(in millions)2.75 3.00 3.25
qa = CFaKM J ih
qa = Actual Flow (ft3/sec)C = Discharge Coefficient ( Dimensionless)
Ah = Pressure Differential ( Feet of Water at Run Temperature)
Kr= 'Meter Constant = a-1 - -4 2.9403
Fa = Average Thermal Expansion Factor 1 1.0003
a = Throat Area (ft2 ) = 0.3465
g = Local Acceleration of Gravity (ft/sec2) 2 32.1625
B = Ratio of Throat to Pipe Diameter ( Dimensionless) = 0.5718
Pipe Diameter ( Inches ) = 13.9380
Throat Diameter ( Inches) - 7.9700
Dimensions By: OMAHA PUBLIC POWER DISTRICT
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 00077262
16" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158459 FEl 102/1398
March 23, 2005
TAP SET FW147 & FW148
Certified
Omaha Public Power DistrictPO # 00077262
16" Feedwater Flow NozzleTap Numbers FW147&FW148
Test Pipe# Reynolds #
10000001 1.18762 1.40043 1.6174 1.82515 2.03186 2.19637 2.36368 2.50949 2.701710 2.838511 3.017912 3.1387
4567891011121314
Measured Predicted TranslatedCoefficient Coefficient Coefficient
0.99470.99490.99540.99600.99580.99660.99650.99660.99670.99680.99680.9967
0.99300.99330.99360.99380.99400.99420.99430.99440.99450.99460.99470.99470.99500.99530.99550.99560.99580.99590.99590.99600.99610.99610.9962
0.0021
0.99500.99540.99570.99590.99610.99620.99640.99640.99660.99660.99670.99680.99710.99740.99750.99770.99780.99790.99800.99810.99810.99820.9982
Average Deviation
Alden Report 080-05/C 1160 Page 19 of 29
.L
00
LAi
0't
0
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 0007726216" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158459 FEI 102/1398
CALIBRATIONDATE: March 23, 2005PIPE DIAMETER = 13.9380THROAT DIAMETER = 7.9700
TAP SET FW609 & FW610Run Line# Temp
Deg F
12345
6789
10
1112
8888888888
8888898989
8989
AirTempDeg F
6767676767
6767676767
6767
NetWeight
lb.
9615596109959049581895736
9587895632954279554995371
9542195260
RunDuration
secs.
64.06666.52170.65774.25879.880
85.03391.38098.804110.002124.072
143.510169.140
Output[seenote]
8.527-8.043-7.334-6.821-6.162-
5.683-5.174-4.705-4.188-8.864-
7.148-5.692-
Flow
GPM
10854.710448.99816.59332.38668.0
8155.07569.16985.76282.55559.7
4809.34073.7
H Line
Fr H20
68.05963.02055.63050.28143.416
38.42233.11528.22822.83917.890
13.4109.610
PipeRey. #x 10A6
3.13873.01792.83852.70172.5094
2.36362.19632.03181.82511.6170
1.40041.1876
Coef
0.99670.99710.99700.99690.9965
0.99660.99640.99600.99580.9957
0.99480.9954
00,
- dp transmitter volts
CALIBRATED BY: S.V.K.
The data reported on herein was obtained by measuring equipment the calibration of whichis traceable to NIST, following the installation and test procedures referencedin this report, resulting in a flow measurement uncertainty of+/- 0.25% or less.CERTIFIEDL*
0
00 )
0
r.)
1.010
1.005
1.000
0.995
0.990
0.985
I~ ~~ 1 t I I I IIr 4 I I IT r T r T- --- r- - ---- T -I r T -I r T
I F T F T F T I- T I F T I F I F T F
U.you
1.00 1.25 1.50 1.75 2.00
Pipe Reynolds Number2.25 2.50
(in millions)2.75 3.00 3.25
0
2,0 qa = CFa KM v2Ah
qa = Actual Flow (ft3/sec)
C = Discharge Coefficient ( Dimensionless)
Ah = Pressure Differential ( Feet of Water at Run Temperature)
a\,/2g
KM= Meter Constant = y.! - = 2.9403
Fa = Average Thermal Expansion Factor - 1.0003a = Throat Area (ft2 ) - 0.3465
g = Local Acceleration of Gravity (ft/sec2) - 32.1625B = Ratio of Throat to Pipe Diameter ( Dimensionless) = 0.5718
Pipe Diameter (Inches) = 13.9380
Throat Diameter ( Inches) - 7.9700
OMAHA PUBLIC POWER DISTRICTPurchase Order Number: 00077262
16" FEEDWATER NOZZLE ASSEMBLYSerial Number: 158459 FE1102/1398
March 23, 2005
TAP SET FW 609 & FW610
CertifiedDimensions By: OMAHA PUBLIC POWER DISTRICT
Omaha Public Power DistrictPO # 00077262
16" Feedwater Flow NozzleTap Numbers FW610 & FW609
Test Pipe# Reynolds #
10000001 1.18762 1.40043 1.6174 1.82515 2.03186 2.19637 2.36368 2.50949 2.701710 2.838511 3.017912 3.13870 40 50 60 70 80 90 100 110 120 130 14
Measured Predicted TranslatedCoefficient Coefficient Coefficient
0.99540.99480.99570.99580.99600.99640.99660.99650.99690.99700.99710.9967
0.99300.99330.99360.99380.99400.99420.99430.99440.99450.99460.99470.99470.99500.99530.99550.99560.99580.99590.99590.99600.99610.99610.9962
0.0021
0.99510.99550.99570.99600.99620.99630.99640.99650.99660.99670.99680.99680.99720.99740.99760.99780.99790.99800.99810.99810.99820.99830.9983
Average Deviation
Alden Report 080-05/C 1160 Page 22 of 29
OPPD 16" Wall Tap NozzlePO# 00077262March 23, 2005
1.000
0.998-
0
0.996-
0.994-
0A•
ASME PredictionTap Set FW147 & FW148Tap Set FW609 & FW61 0Translated FW147 &FW148Translated FE609 & FW 610
0.992-
I NlOA0I I I I I I
0 2 4 6 8 10 12 14 16
Pipe Reynolds Number 1,000,000's
Alden Report 080-051CI 160 Page 23 of 29
A
OPPD 16" Wall Tap NozzlesPO# 00077262March 23, 2005
0.30
0.25-
CL
t- 0.20
•"0.15-
(D
00~
0.10-
0.05
0.000.5 1.0 1.5 2.0 2.5 3.0 3.5
Pipe Reynolds Number 1,000,000's
Alden Report 080-05/C 1160 Page 24 of 29
Uncertainty CalculationOmaha Public Power District16" Wall Tap Nozzle
CalibrationBuoyancyReading
HysteresisAgeingLeakage
Standard Uncertainty (lb)Standard Uncertainty (%)
Toledo 100,000 lbTable IMass 96155
Type B42.508.52
nana
11.062.00
45.220.0470
Type Anana
2.006.00nana
Table 2Time 64.066
Time StandardResolution
TriggerStandard Uncertainty (sec)Standard Uncertainty (%)
Type B0.00019
na0.00190.00290.0046
Table 3DensityPercent at
Type B0.0170.01
0.0219
Type Ana
0.0010.002
88.2
Type A0.009
naTemperatureImpurities
Standard Uncertainty (%)
Alden Report 080-05/C 1160 Page 25 of 29
Omaha Public Power District16" Wall Tap Nozzle
Table 4Overall Flow
MassTime
DiverterDensity
Standard Uncertainty (%)Combined Uncertainty
0.0470.0050.0250.0220.0580.116
Table 5Differential PressurePercent of Reading
CalibrationSpan and ZeroFluctuations
Temperature CorrectionThermal Gradients
Standard Uncertainty (%)Sensitivity
Type B0.0400.015
na0.0360.0190.059
0.500
Type Anana
0.0200.018
na
Table 6Discharge Coefficient
FlowDifferential Head
Thermal ExpansionLocal Gravity
Meter DimensionsStandard Uncertainty (%)Combined Uncertainty
Type B0.0580.0290.002
0.00080.0140.0660.133
Alden Report 080-05/C 1160 Page 26 of 29
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Alden Report 080-05/C 1160 Page 27 of 29
Thermal Expansion Factor
The dimensions of a differential producing flow meter are affected by the operating temperature,
requiring a Thermal Expansion Factor (F.) to be included in the calculations. The calculation
requires the temperature at which the meter dimensions were measured be known. If this
information is not available, an ambient temperature of 68"F is assumed. The Thermal Expansion
Factor is calculated according to the American Society of Mechanical Engineers Standard ASME
MFC-3M-1989, Equation 17 (pg 11).
a= 1+ 2 (acc _4as a)(t- tme.)
where = ratio of throat diameter to pipe diameter, dimensionlessaPE = thermal expansion factor of primary element, TFap = thermal expansion factor of pipe, 'Ft = temperature of flowing fluid, 'Ftmnas = temperature of measurements, *F
Thermal expansion factors, a, excerpted from MFC-3M-1989, are listed in the Table below for six
typically used materials at three temperatures. Linear interpolation is used to determine the
coefficients at flowing temperature.
Thermal Expansion Factors x 106
Material -50°F 70°F 200°F
Carbon Steel (low chrome) 5.80 6.07 6.38
Intermediate Steel (5 to 9 Cr-Mo) 5.45 5.73 6.04
Austenitic stainless steels 8.90 9.11 9.34
Straight chromium stainless steel 5.00 5.24 5.50
Monel (67Ni-3OCu) 7.15 7.48 7.84
Bronze 9.15 9.57 10.03
Alden Report 080-05/C 1160 Page 28 of 29
*
WATER DENSITY
TemperatureFahrenheit
323334353637383940414243444546474849505152535455565758596061
Densityibm / ft 3
62.417962.420162.422062.423562.424662.425562.426062.426262.426162.425762.425062.424062.422762.421162.419362.417162.414762.412162.409262.406062.402562.398862.394962.390762.386362.381662.376862.371662.366362.3607
TemperatureFahrenheit
626364656667686970717273747576777879808182838485868788899091
Densitylbm /ft 3
62.354962.348962.342762.336362.329662.322862.315762.308462.301062.293362.285562.277462.269262.260862.252262.243462.234462.225262.215962.206362.196662.186862.176762.166562.156162.145662.134862.123962.112962.1017
TemperatureFahrenheit
9293949596979899100101102103104105106107108109110M1
112113114115116117118119120121
Densitylbm /ft 3
62.090362.078862.067162.055262.043262.031162.018862.006S61.993761.981061.968161.955161.941961.928661.915161.901561.887861.873961.859961.845861.831561.817261.802761.788061.773361.758461.743461.728461.713261.6978
Alden Report 080-05/C 1160 Page 29 of 29