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FLUIDYNE ENGIffflpRTNG CORPORATION
AD-A956 154 •1
&
DETERMINATION OF DISCHARGE
AND THRUST COEFFICIENTS OF A
CHOKED ASME NOZZLE FROM
EXIT FLOW SURVEYS
(ADDITIONAL TESTS)
DTIC ELECTE FEB1 6 1993
C
/
by
James S. Holdhusen Donald Perusse
Conducted for
General Electric Company C i nc i nnat i, Oh i o
CM
(VI
am
9 :-
G. E. Purchase Order No. 200G230285 FluiDyne Project 0470
September 1965
Approved by: lames L. Grunnet Project Engineer
' 55•^!555 STATEMENT A j Appxor*- to? p^cuc fitzMm
Program Planner
10« -<M^
. Lamb Program Manager
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FLUIDYNE ENGINEERING CORPORATION
TABLE OF CONTENTS
Page
DEFINITION OF SYMBOLS ii
LIST OF TABLES AND FIGURES iv
INTRODUCTION 1
CONCLUSIONS 2
DISCUSSION 3
TABLES
FIGURES
DATA SHEETS
DTir QUALITY INSPECTED 3
Accesjor» for j
NTIS CRA&I f\ OTIC TAb IV U'Mrmoi "ced £3 JliStlfiCJf'U"
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FLUIDYNE ENGINEERING CORPORATION
DEFINITION OF SYMBOLS
A Local Area square feet
A Nozzle Exit Area square feet
a Local Speed of Sound feet/second
Cr, Discharge Coefficient
C Stream Thrust Coefficient
Cy Thrust Coefficient Calculated Using p at Nozzle Exi t
F Nozzle Exit Stream Thrust
G Exhaust Thrust (F - p A ) a e
M Mach Number
m Mass Flow
p Static Pressure in Plenum Around a No zJe Exit
p Static Pressure Inside Nozzle s at the Ex i t.
p Total Pressure Ko
p Static Pressure
P Prandtl Number
R Gas Constant for Air
T Static Temperature
T Adiabatic Wall Temperature aw
T Total Temperature
V Ve loc i ty
ß Ratio of Exit to Entrance Diameter of Nozzle
pounds
pounds
slugs/second
psfa
psfa
psfa
psfa
53.35 feet/°R
°R
°R
°R
feet/second
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FLUIDYNB ENGINEERING CORPORATION
Y Ratio of Specific Heats [C /Cy)
X Pressure Ratio IpVp^l O a
p Mass Density slugs/feet
SUBSCRIPTS
act Actual
I idea) Based on Ambient Conditions
i Ideal Based on Exit Static Conditions
i i i
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LIST OF TABLES AND FIGURES
TABLE
TABLE
Tabulated Test Results
Dimension less Static Pressure Distributions
FIGURE
1.
2.
3.
4.
5.
6.
7.
9.-42.
DESCRIPTION
ASME Flow Nozzle Installation
Static Pressure Distributions
Ratio of Nozzle Static to Ambient Pressure
Ratio of Nozzle Static to Ambient Pressure - Expanded Scale
Discharge Coefficient Versus Nozzle Pressure Ratio
Discharge Coefficient Versus Throat Reynolds Number
Thrust Coefficient Versus Nozzle Pressure Ratio
Thrust Coefficient Versus Throat Reynolds Number
Integrand Calculations and Plots
i »
FLUIDYNZ ENGINEERING CORPORATION
I. INTRODUCTION
This study, sponsored by the General Electric Company
under their Purchase Order Number 200G230085, determined
the discharge and velocity coefficients of an ASME long
radius metering nozzle. Previous tests of this nozzle
(Reference 1) had been conducted with an exhauster sys-
tem which permitted operation at variable pressure ratio
while keeping the Reynolds number constant. These ad-
ditional tests were conducted to determine:
A. Whether the presence of the exhauster duct or
the survey rake significantly affected the in-
tegrated data.
B. The effect of further changes of operating
pressure ratio in the lower ranges of pres-
sure rat i o.
C. The effect of decreasing the Reynolds number.
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I. CONCLUSIONS
A. These tests confirmed the observation made in
the preceding test program (0431, Reference 1)
that the core survey rake caused a consistent
and appreciable increase in the measured static
pressure, p , inside the nozzle near the exit.
!t may be concluded that this effect is present
whether or not the exit plenum is installed.
The effect is probably a manifestation of the
sensitivity of transonic flow to small amounts
of blockage, since the measured increase in
pressure became greater as the pressure ratio
approached the critical (choking) value.
B. The nozzle discharge coefficient showed an in-
creasing trend with Reynolds number, varying
from 0.989 at Re « 106 to 0.992 at Re = 107.
The nozzle pressure ratio showed no consistent,
independent effect on the discharge coefficient
C. The nozzle thrust coefficient (at pressure
ratios less than critical) also showed an in-
creasing trend with Reynolds number, varying
from 0.992 at Re - 106 to 0.995 at Re - 6 x 106
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FLUIDYNB ENGINEERING CORPORATION
III. DISCUSSION
In the previous study conducted by FluiDyne, dis-
charge and thrust coefficients were determined for a
7.715 inch diameter ASME long radius nozzle. The noz-
zle for these tests discharged into a cylindrical plenum
in which pressure could be controlled by ejectors to
vary the pressure ratio. The total pressure was held
constant for most of the runs, giving a fairly constant
throat Reynolds number.
For this test program, the metering nozzle dis-
charged to atmosphere to eliminate any effects that
might have been caused by the plenum on the first test
series. Discharging to atmosphere meant that the noz-
zle pressure ratio and throat Reynolds number were con-
trolled by the nozzle total pressure. Discharge and
thrust coefficients were obtained over a pressure ratio
range of 1.03 to 3.93 which corresponds to a Reynolds
number variation of 0.95 x 10 to 12.0 x 10 .
The nozzle instrumentation was the same as for the
previous test program except that the total pressure
cross-rake, used to survey the core flow at the exit
of the nozzle, was only installed on four runs. These
four runs were made to determine the effect of the cross-
rake on the static pressure near the nozzle exit. Mer-
cury ana water manometers were used for all pressure
measurement s.
The data reduction procedures used for these data
were the same as described in the report for Project
0431. The calculations and plots of the integrands of
the discharge and thrust coefficient equations are
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FLUIDYNZ ENGINEERING CORPORATION
shown in Figures 9 to 42. The tabulated test results
af. presented as Table I.
A plot of typical static pressure distributions
through the nozzle is presented as Figure 2. A tabu-
lation of these same typical static pressures is pre-
sented as Table II. The ratio of nozzle static to
ambient pressure (Ps/p ) is plotted versus nozzle pres-
sure ratio for each data point of the two test programs
and presented in Figure 3. Both sets of data closely
follow the ideal curve for pressure ratios greater than
two. For pressure ratios less than two, the data points
taken on the 0431 program and the data points with the
exit cross-rake installed on the 0470 program have a
Ps/p ratio slightly higher than the ideal curve. The
ratio of Ps/p in this lower pressure ratio range is
presented as an expanded portion of the curve as Fig-
ure 4.
The nozzle discharge coefficients plotted versus
nozzle pressure ratio and Reynolds number are presented
as Figures 5 and 6, respectively. The discharge coef-
ficients obtained in the previous study are also pre-
sented in these plots. The discharge coefficients
obtained in the two test programs agree when compared
on a throat Reynolds number basis, as would be expected
from similitude considerations.
The two sets of thrust coefficient data, plotted
versus nozzle pressure ratio, are presented as Figure
7. The same thrust coefficient data, obtained at pres-
sure ratios equal to or less than two, are plotted
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FLUIDYNE ENGINEERING CORPORATION
versus Reynolds number and presented as Figure 8. Good
agreement is obtained between these two sets of data
when compared at like pressure ratios. Good agreement
is also obtained when compared on a Reynolds number basis
Reference 1. "Determination of Discharge and Thrust Coefficients of a Choked ASME Nozzle from Exit Flow Surveys," James b. Holdhusen and Charles L. Landgraf, FluiDyne Project 0431, February 1965.
-5-
FLUIDYNE ENGINEERING CORPORATION
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TABLE 1 TABULATED TEST RESULTS
Data Press. Po Ps Pa Ps/ M [T7 dA (!L . Point Ratio (psia) (psia) (psia) j ?a JW,
1 1.209 17.23 14.29
1
14.25 j 1.0031 .9902 2 2.408 35.20 18.21 14.25 1 1.2779 .9923 3 1.418 20.14 14.28 14.21 1.0052 .9905 4 1.643 23.34 14.32 14.21 | 1.0079 .9905 5 1.857 26.37 14.45 14,21 1.017O .9915 6 2.059 29.25 15.41 14.21 1.0843 .9921 8 2.276 32.23 16.79 14.42 1.186C | .9924 9 2.487 35.21 18.35 14.42 1.2959 .9925
10 2.710 33.37 20.02 14.42 1.4141 i .9925 . 11 2.904 41.05 21.27 i 14.14 j 1.5052 1 .9923 . 12 3.120 44.09 22.83 14.13 1.6195 ! .9925 13 3.355 47.20 24.57 14.05 ! 1.7491 .9925 14 3.568 50.10 26.11 | 14.04 1.8602 .9924 15 3.773 52.96 27.60 14.04 1.9662 ,9926 16a 3.985 55.93 29.27 14.03 2.0354 .9930 16b 3.929 55.13 ! 23.79 14.03 2.0513 .9924 • 17 1.219 17-12 14.07 j 14.04 1.0021 1 .9903 _ 18 1.431 20.09 i 14.10 : 14.04 1.0045 .9911 19 1.647 23.13 ! 14.13 14.04 1.0066 .9912 20 1.613 23.14 14.13 14.04 1.0063 .9903 21 1.859 2c.10 i 14.25 14.04 1.0171 Q017 , 22 2.066 29.00 ! 15.25 ; 14.04 1.0361 .9922 !
23 2.073 29.ll i 15.27 14.04 1.0375 .9923 24 1.213 17.1C j 14.14 14.09 1.0035 .9903 1
25 1.647 23.21 ! 14.43 14.09 1.0273 .9913 i 1
26 2.498 35.20 18.85 • 14.09 1.3373 .9923 1
27 2.433 35.0': ; 13.31 14.09 1.3346 .9925 !
28 3.123 44.13 i 22.94 14.11 1.6260 '992' 29 3.136 44.24 23.02 : 14.11 11.6319 .9920 2-1 1.032 14.005 1^.22.3 14.227 jl.OOCC7
.9093 | 2-2 1.053 1-.93C 14.229 14.227 j1.00010 .9900 1
2-3 1.106 15.733 1 14.229 14.227 i1.00012 .9893
2-4 1.152 lc.397 14.231 1 14.227 1.00027 .9397 \
2-5 1.202 17.099 14.232 j 14.227 11.00033 ! .9900
bEST RESULTS
' dA AE
/?M \ 2 dA J\Mi; AE
CD cv Cs Thrt. Re
x 10-6
)2 .9829 .9902 .9927 1.1541 2.54 23 .9874 .9923 .9952 1.2689 7.47 » .9840 .9905 .9953 1.2248 3.62 35 .9851 .9905 .9943 1.2592 4.66 15 .9865 .9915 .9952 1.2683 5.60 21 .9869 .9921 .9953 1.2682 6.19 24 .9879 .9924 .9963 1.2704 6.83 25 .9880 .9925 .9953 1.2680 7.47 25 .9876 .9925 . .9941 1.2683 8.15 23 .9^73 .9923 .9918 1.2633 ^TTO 25 .9880 .9925 .9833 1.2704 9.44 25 .9883 .9925 .9830 1.2686 10.0 24 .9880 .9924 .9875 1.2673 10.6 26 ,9880 .9926 .9338 1.2631 11.2 3C .9385 .9930 .9819 I.2683 12.0 24 .9373 .9924 .9829 I.2683 11.9 03 .9836 .9903 .9929 1.1593 2.52 11 .9353 .9911 .9933 1.2233 3.62 12 .9855 .9912 • 9939 1.2592 4.60 03 .9840 .9903 .9936 1.2587 4.60 17 .9370 .9917 .9954 1.2684 5.5^ 22 .9376 .9922 .9937 I.2683 6.15 23 .9876 .9923 .9957 1.2711 6.17 03 .9843 .9903 • 9939 1.1554 2.53 13 .9364 .9913 • 995C 1.2557 4.62 23 .9879 .9923 .9953 1.2631 7.4? 2- .9373 .9925 GC-~ 1.2634 7.43 2~ .9332 .9927 .9355 1.2631 4.51 23 .9332 .9923 .GQC-, 1,2c7^ 5.72 93 .931? .9393 ,9C21 1.0402 O.oli 100 .9818 .99OC QQi •
• s > — • 1.0571 1.25 93 .9313 .9393 GG1 G
• .» S — s 1.C963 1.73 197 .9327 .9397 . 9921 1.1261 2.11 fco .9835 .9900 GGÄil "> ^ ^ 2.42
0