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UNCLASSIFIED AD NUMBER LIMITATION CHANGES TO: FROM: AUTHORITY THIS PAGE IS UNCLASSIFIED AD241785 Approved for public release; distribution is unlimited. Distribution authorized to U.S. Gov't. agencies and their contractors; Administrative/Operational Use; AUG 1960. Other requests shall be referred to Arnold Engineering Development Center,Arnold AFB, TN 37389. AEDC ltr, 21 Nov 1975

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Page 1: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

UNCLASSIFIED

AD NUMBER

LIMITATION CHANGESTO:

FROM:

AUTHORITY

THIS PAGE IS UNCLASSIFIED

AD241785

Approved for public release; distribution isunlimited.

Distribution authorized to U.S. Gov't. agenciesand their contractors;Administrative/Operational Use; AUG 1960. Otherrequests shall be referred to ArnoldEngineering Development Center,Arnold AFB, TN37389.

AEDC ltr, 21 Nov 1975

Page 2: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

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AEDC-TN-60-164

-0. '" ". .... . .......... .

@ CALIBRATION OF THE PWT lS-FOOT .

TRANSONIC CIRCUIT WITH A MODIFIED MOQEL SUPPORT SYSTEM AND TEST SECTION

@

lh\s

I

By

H. l. Chevalier PWT, ARO, Inc.

August 1960

: •..• i.l

ARNOLD ENGINEERING DEVELOPMENT CENTER

. \

@

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AIR RESEARCH AND DEVELOPMENT COMMAND

US \~AF

Page 3: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

ASTIA (TISVV) ARLINGTON HALL STATION ARLINGTON 12, VIRGINIA

Department of Defense contractors must be

established for ASTrA services, or have

their need-to-know certified by the cogni­

zant military agency of their project or

contract.

Page 4: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AF - AEDC Arnold AF Stn Tenn

AEDC·TN·60·164

CALIBRATION OF THE PWT 16- FOOT

TRANSONIC CIRCUIT WITH A MODIFIED MODEL

SUPPORT SYSTEM AND TEST SECTION

By

H. L. Chevalier

PWT, ARO, Inc.

lhi~ clo(1\rnent i,~ s (~.

August 1960

ARO Project No. 220103

Contract No. AF 40(600)- 800 Sf A 11(60-110)

Page 5: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AEDC. TN.60.164

ABSTRACT

Tests were conducted in the 16-Ft Transonic Circuit of the Propulsion Wind Tunnel Facility to determine the Mach number calibration, Mach number distributions, operating limitations of the tunnel, and usable length of the test section after several modifications had been made to the tunnel. These modifications included changes in the test section bulge region, leading edge of the sting support strut, and tunnel scavenging scoop.

The modifications did not change the basic tunnel calibrations, although the region of uniform Mach number distribution at supersonic Mach numbers was extended from tunnel station 22.0 to station 24. O. The results also show that, although tunnel pressure ratio affects Mach num­ber distributions and model base pressure in the aft portion of the test section, sting support interference is predomi­nant aft of station 14. O.

2

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AEDC·TN·QO·164

ABSTRACT .... NOMENCLATURE. INTRODUCTION APPARATUS

Tunnel .... Tunnel Modifications Test Articles .

TEST PROCEDURE . . . RESULTS

CONTENTS

Mach Number Calibration Maximum Operating Conditions Pressure Ratio and Support Interference

CONCL USIONS . . . . . REFERENCES . . . . . . . . . . . .

ILLUSTRATIONS

Figure

1. 16- Ft Transonic Circuit Test Section

2. Modifications to the 16-Ft Transonic Circuit .

3. Centerline Probe and Cone- Cylinder Model

. .

4. Variations of Plenum Chamber Pressure Coefficient with Mach Number. . . . . . . . . . . . . . . .

5. Variations in Mach Number with Tunnel Station for Zero Wall Angle at Various Tunnel Pressure Ratios, Ow = 0

a. M = 00

O. 50 and Ma:> :: O. 60

b. Moo = 0.70

c. Moo :: 0.80 . . . . . . . . d. Moo = 0.90

e. M :: 00 1. 00 .

f. M = 00 1. 10 .

g. M = (J)

1. 20

h. M = a:> 1. 30 and Moo = 1. 40

i. M = 00 1. 50 and Moo = 1. 60

.

. .

.

Page

2 5 6

7 7 8 8

9 10 11 12 13

14

15

16

17

18

19

20

21

22

23

24

25

26

3

Page 7: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AEDC. TN.60-164

Figure

6. Variations in Mach Number with Tunnel Station for Optimum Wall Angles at Various Tunnel Pressure Ratios

a. M = CJ) 1. 10, Ow = -0.75. · b. M = CJ) 1. 20, Ow = -0.25. · . . · c. M = CJ) 1. 30, Ow = 0.15 and MCJ) = 1.40, Ow = 0.25

d. M = CJ) 1. 50, Ow = 0.30 and MCJ) = 1. 60, Ow = O. 30

7. Variations in Mach Number with Tunnel Station for Various Diffuser Flap Openings

a. M = CJ) 0.80 . . . · b. M = CJ) 1. 05, Ow = -1. 0

c. M = CJ) 1. 10, Ow = -0.75 · · · · · 8. Variation of Tunnel Pressure Ratio with Plenum

Auxiliary Suction . . . . . . . . . . . . . .

9. Variation of Maximum Tunnel Total Pressure with Mach Number ............... .

10. Variation of Maximum Tunnel Total Pressure with Diffuser Flap Opening . . . . . . . . • . . . .

11. Variation of Model Base Pressure Coefficient with Tunnel Pressure Ratio

a. Moo = 0.70, ° = w 0 . · · · · · · b. Moo = O. 80, ° = 0 w

c. Moo = 0.90, ° = 0 w · · · · · d. M = CJ) 1.00, ° = 0 w · · e. MCJ) = L 10, ° = 0 w

f. M = CJ) 1. 20, °w=-0.25 · . . · g. MCJ) = 1. 60, Ow = O. 30 · · · · · ·

12. Variation of Model Base Pressure Coefficients with

·

· ·

· Base Location in the Test Section for Various Values

·

·

·

·

·

of Pressure Ratio and Mach Numbers from 0.70 to 1.60

·

·

·

·

27

28

29

30

31

32

33

· 34

· 37

38

39

39

39

40

40

40

· 41

42

4

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Pb

Pc

Pt

W

Wp

AEDC·TN-60-164

NOMENCLATURE

Base pressure coefficient, (Ph - pc) / qeD

Diffuser flap opening, in.

Free-stream Mach number

Base pressure, psf

Plenum chamber static pressure, psf

Tunnel total pressure, psf

Free- stream static pressure, psf

Free-stream dynamic pressure, psf

Weight flow through the tunnel, calculated at tunnel station 0, lb / sec

Weight flow through plenum chamber, measured in the ducting to the plenum compressors, lb/ sec

Test section wall angle (the angle between the test section sidewall and the tunnel centerline, positive for diverged walls), deg

Tunnel pressure ratio (ratio of tunnel total pressure to the static pressure at the downstream end of the diffuser)

5

Page 9: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AEDC·TN·60·164

INTRODUCTION

Several modifications have been made to the 16- Ft Transonic Circuit of the Propulsion Wind Tunnel Facility. Arnold Engineering Development Center (PWT-AEDC) to reduce the lateral vibrations originally experi­enced with sting supported models. These modifications included reducing the depth of the test section bulge region, moving the entire bulge section downstream, blunting the leading edge of the support strut, and moving the tunnel scavenging scoop downstream and adding a conical nose fairing. A detailed discussion of these modifications is given in Ref. 1. This investi­gation was initiated to determine the Mach number calibration, Mach number distributions, operating limitations of the tunnel, and usable length of test section after the modifications were made.

The Mach number in the Transonic Circuit is established by adjusting both tunnel pressure ratio and plenum flow rate. In general, it is possible to establish a given Mach number using several combinations of tunnel pressure ratio and plenum flow rate. However, previous calibrations have shown that a particular combination of tunnel pressure ratio and plenum flow rate at each Mach number will produce the maximum length of constant Mach number flow in the test section. Reference 2 shows that total power required for operating the tunnel decreases with increasing plenum flow. Therefore, during this investigation, the relative amounts of tunnel pres­sure ratio and plenum flow were varied from minimum to maximum at each Mach number to determine the combination which produced a uniform flow over the greatest length of test section with the minimum total drive power.

Mach number distributions were determined for each supersonic Mach number at two test section sidewall angles, zero and optimum. The optimum wall angles corresponded to the wall angles recommended in Ref. 3 for the least amount of wall interference. Previous tests in the tunnel using the optimum wall angles had indicated that the available plenum flow rate was not sufficient to maintain Mach number in the region between Mach num-ber 1. 0 and 1. 2 at the higher values of tunnel total pressure. During this investigation various diffuser flap openings were used to supplement the plenum flow rate in an effort to increase the maximum total pressure in the above Mach number region.

For the high values of tunnel pressure ratio, the flow begins to accel­erate in the aft portion of the test section, and for low values of pressure ratio the pressure recovery begins in the aft portion of the test section. Although this effect is shown by test section Mach number distributions,

Manuscript released by author August 1960.

6

Page 10: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AEDC·TN.60·164

Refs. 4 and 5 show that model base pressure measurements are more sensitive to changes in tunnel pressure ratio; the optimum value of tunnel pressure ratio obtained with a model present is higher when determined by base pressure measurements than when determined by the Mach num­ber distributions. Reference 4 also shows that for a pylon supported model with the sting support system removed, the base pressure was insensitive to tunnel pressure ratio at the forward test section locations and became more sensitive as the model was moved aft. Reference 5 showed similar results for a sting mounted model, although support interference became predominant over tunnel pressure ratio effects when the model was moved aft in the test section.

For the present investigation, a sting supported model similar to the one described in Ref. 5 was used. The use of this model provides for determination of both tunnel pressure ratio and support interference effects.

APPARATUS

TUHHEL

The PWT 16-Ft Transonic Circuit is a variable density, closed-circuit wind tunnel capable of operation at Mach numbers from 0.50 through 1. 60 and at stagnation pressures up to approximately two atmospheres. The test section is 16 ft square and is lined with perforated plates to allow continuous operation through the Mach number range with a minimum of wall interference. The two test section side walls are movable to allow various wall angle settings as an additional aid in minimizing wall inter­ference at the supersonic Mach numbers. Immediately downstream of the test section is a 20-ft length of movable diffuser, referred to as diffuser flaps. The entire width of the diffuser sidewalls and a 12-ft center section of the upper and lower diffuser walls may be diverged to approximately 18-in. to allow re-entry of air from the plenum chamber. This additional airflow may be used to supplement the plenum evacuation system. For this investigation only the upper and lower flaps were used. A sketch of the test section region and a detail of the test section wall liner is pre­sented in Fig. 1. A more extensive description of the test facility is given in Ref. 6.

TUNHEL MODIFICATIOHS

The model support used in the 16-Ft Transonic Circuit consists of a two-dimensional strut located in a vertical position midway between the

7

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AEDC.TN.60·164

two sidewalls. Originally the strut had a modified double wedge section which was changed by blunting the leading edge of the strut to a 3: 1 ellip­tical section. The tunnel bulge section which originally started at tunnel station 23. 7 was moved downstream to tunnel station 27.7 and was decreased in depth from 1. 33 ft to O. 50 ft (see Fig. 2).

The combustion products from propulsion systems are removed from the tunnel by a scavenging scoop at the rear of the test section. Previously during aerodynamics tests, the scavenging scoop was fitted with an open bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications, the length of the scoop was shortened from tunnel station 43.0 to 50.3, and the bluff shape cowling was replaced with a closed 40-deg cone. Air is now removed from the tunnel through flaps in the scavenging scoop support strut. Details of these modifications are shown in Fig. 2.

TEST ARTICLES

Test section static pressure distributions were obtained using a centerline probe mounted in the sting support system. The probe had pressure orifices spaced at 6-in. intervals from tunnel station 1. 5 to 24.5.

For determining the effects of tunnel pressure ratio and support interference on model base pressure, a 1. 92-percent blockage cone-cylinder model was mounted on the centerline probe. This model could be moved axially along the probe to various test section locations. The base of the model was aligned with one of the probe orifices which was used to measure base pressure. Figure 3 shows details of the centerline probe and model.

TEST PROCEDURE

The tunnel was calibrated by adjusting the pressure in the plenum chamber surrounding the test section until the desired Mach number was obtained in the test section for a given tunnel total pressure and nozzle setting. All subsonic Mach numbers were obtained with a Mach num­ber 1. 0 nozzle contour. For supersonic Mach numbers, the nozzle contour was set corresponding to the Mach number.

For the investigation of variation in Mach number distribution and base pressure with tunnel pressure ratio, the Mach number was initially set with the minimum amount of plenum flow rate and by adjusting the pressure ratio to the required value to establish the Mach number. The

8

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AEDC. TN·60.164

pressure ratio was then decreased, and the plenum flow rate increased progressively to maintain a constant Mach number until the plenum flow rate became limited by the capabilities of the plenum compressors (approximately 23, 000 cfs). For Mach numbers 1. 3 and greater, tl)e minimum tunnel pressure ratio was limited by sting support vibrations (Ref. 1).

RESULTS

MACH NUMBER CALIBRATION

Earlier calibrations of the Transonic Circuit have shown that the plenum chamber pressure can be used as a reference pressure to set the free-stream Mach number. The free-stream static pressure was deter­mined by arithmetically averaging the static pressure measured on the centerline probe between tunnel station 1. 5 and the end of the level portion of the distribution. The calibration is presented in Fig. 4 for both zero and optimum wall angles as the difference between the average free­stream static pressure (Pco) and the plenum chamber pressure (pc) divided by the total pressure of the airstream (Pt). The various optimum wall angles used are also shown in Fig. 4. The calibration is unaffected by the amount of plenum flow rate used in establishing the Mach number, as is shown in Fig. 4. The calibration shown in Fig. 4 differs only slightly from previous calibrations at zero wall angle (Ref. 2). Calibrations at optimum wall angles were not available previously.

As mentioned in the Introduction, it is possible to establish the Mach number using several combinations of tunnel pressure ratio and plenum flow rate. Figures 5 and 6 show the Mach number distributions for various values of tunnel pressure ratio between the maximum and minimum at which the Mach number could be maintained. Distributions are presented for each wall angle and Mach number. Since Mach numbers 0.50 and 0.60 have to be set without plenum flow, these data were obtained at only one particular value of pressure ratio.

Figure 5 shows that at the subsonic Mach numbers, the Mach number distributions at the rear of the test section are affected by variations in tunnel pressure ratio. At the lower pressure ratios, a deceleration of the flow at the rear of the test section causes an increase in pressure which requires large amounts of plenum flow, and at very low pressure ratios the plenum flow requirement exceeds the capacity of the plenum evacuation system. However, the deceleration only exists downstream of station 18, and with a slight increase in tunnel pressure ratio a uniform Mach number distribution can be maintained to station 22. The subsonic Mach number

9

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AEDC.TN.60·164

distributions indicate that the region between station 1. 50 and 20. 0 can be used for testing without exceeding ±o. 005 in Mach number variation.

The Mach number distributions at supersonic speeds are not affected by variation in tunnel pressure ratio. For supersonic Mach numbers (Figs. 5 and 6), a flat Mach number distribution is maintained to sta­tion 24. O. The variation in Mach number is ±O. 02 over the region from station 1. 5 to 24. 0, although a smaller variation can be obtained with short models by proper positioning of the model in the test section.

The effect of diffuser flap opening on the Mach number distributions is shown in Fig. 7. It will be shown later that opening the flaps helps to supplement the plenum flow rate in obtaining maximum tunnel total pressure at Mach numbers of 1. 05 and 1. 10 at highly converged wall angles. All the distributions shown in Fig. 7 were obtained using the maximum capacity of the plenum evacuation system. Figure 7 shows that flap posi­tion has no effect on the test section Mach number distributions.

Figure 8 shows the variation of tunnel pressure ratio with plenum flow for zero and optimum wall angles.

MAXIMUM OPERATING CONDITIONS

Figure 9 shows the variation of maximum total pressure with Mach number. The maximum total pressure is limited by available power which includes the electrical energy required by the main drive compressor and the plenum suction compressors, except at low Mach numbers (below 1. 20) where 4000 psf is the maximum resulting from structural limit of the tunnel shell.

Converging the test section sidewalls at Mach numbers between 1.00 and 1. 20 results in a large reduction in maximum total pressure. The limiting values shown in Fig. 9 for Mach numbers between 1. 00 and 1. 20 were obtained with maximum tunnel pressure ratio, plenum flow, and diffuser flap opening.

Figure 10 shows the effect of opening diffuser flaps on the maximum obtainable total pressure for zero and converged (optimum) wall angles at Mach numbers of 1. 05 and 1. 10. This plot shows that opening flaps helps to increase the maximum total pressure at converged wall angles but lowers the total pressure at zero wall angle. Divergence of the test section sidewalls for Mach numbers above 1.20 had no effect on the maximum total pressure. Figure 10 also shows the recommended flap openings for Mach numbers from 1. 00 to 1. 20 using optimum wall angles.

10

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AEDC·TN.60.164

PRESSURE RATIO AND SUPPORT INTERFERENCE

Variations in base pressure coefficient with tunnel pressure ratio at three tunnel stations are shown in~Fig. 11. With the model base placed at tunnel station 14. 0, the results are similar to the results obtained in Refs. 4 and 5 in that the base pressure coefficient is independent of tunnel pressure ratio. Moving the model aft in the test section to tunnel station 17.5 resulted in an increase in the base pressure at all Mach numbers at the lower values of pressure ratio. For Mach numbers below 1. 00, the base pressure could be decreased to the value obtained at sta­tion 14. 0 by increasing the pressure ratio. For Mach numbers of 1. 00 and greater, the base pressure was only slightly affected by variation in tunnel pressure ratio. With the model base at station 20 the base pres­sure was increased at all Mach numbers and could be decreased only at a Mach number of O. 70 to the value obtained at station 14. O.

It should be noted that the values of base pressure at tunnel station 14.0 do not correspond to test results on bodies of revolution which have larger fineness ratios. Using a 1. 74-caliber length of afterbody does not allow the pressure -on the body to return to free- stream static pressure before the base of the body is reached. However, this will not affect the results of this test since only relative values of base pressure are discussed.

Figure 12 shows the variation of base pressure coefficient with model base location at several values of pressure ratio. It is evident from this figure that, as the model is moved aft in the test section, the base pres­sure is affected by support interference being propagated upstream through the model wake, and the support interference effects are greater than the effects of tunnel pressure ratio. The centerline Mach number distributions shown in Figs. 5 and 6 indicate that the usable test section extends to tunnel stations 22 for subsonic Mach numbers, and 24. 0 for supersonic Mach numbers, whereas this phase of the investigation shows that consid­eration must also be given to support interference for large diameter models. For the configuration used in this investigation, the limiting tunnel station, to avoid support interference, would be forward of sta-tion 14. O. For other configurations, consideration of the model base shape, size, ratio of base diameter to sting diameter, the included angle of the sting adapter, and distance to the adapter will change the limiting location of the model base. A more extensive investigation is needed to clearly define the extent of this support interference problem.

Varying tunnel pressure ratio changes the base pressure coefficient as far forward as station 14. 0 for Mach numbers below 1. 00 and forward to station 18.0 for supersonic Mach numbers. Although sting support inter­ference is the predominant tunnel effect aft of station 14.0 for the model

11

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AEDC·TN.60.164

used in this investigation, the tunnel should be operated at the values of tunnel pressure ratio for which the tunnel pressure ratio effects are minimized.

CONCLUSIONS

The following conclusions were reached as a result of the calibration of the 16-Foot Transonic Circuit and model base pressure investigation:

1. Varying the tunnel pressure ratio with corresponding variation of plenum flow rates at a particular Mach number had no effect on tunnel calibration.

2. Varying test section sidewall angle varied the tunnel calibration.

3. At subsonic Mach numbers, the region between tunnel station 1. 5 and 22. 0 has a uniform Mach number distribution, and at super­sonic Mach numbers this region extends to station 24. O. The variation in Mach number is ±O. 005 for the region between tunnel station 1. 5 and 20.0 at subsonic Mach numbers and ±O. 02 for the region between tunnel station 1. 5 and 24. 0 at supersonic Mach numbers.

4. Opening diffuser flaps helps to increase the maximum tunnel total pressure for converged test section walls but decreases the maxi­mum tunnel total pressure for zero wall angle at Mach numbers between 1.0 and 1.2.

5. Both tunnel pressure ratio and support interference affect base pressure coefficients when a 30-in. -diam cone-cylinder model is installed at the aft end of the test section. Changes in pressure ratio affect base pressure coefficient forward to tunnel station 14. 0 for subsonic Mach numbers and forward to station 18.0 for super­sonic Mach numbers.

6. For the model configuration used in this investigation, the limiting tunnel station to avoid support interference would be forward of station 14. O. However, a more extensive investigation is needed to clearly define the extent of the support interference problem for other model configurations.

12

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AEDC. TN.60·164

REFERENCES

1. Chevalier, H. L. and Carleton, W. E. "Reduction of Airstream­Induced Vibrations of a PWT Model Support System by Tunnel Modification." AEDC-TN-59-125, October 1959.

2. Dick, R. S. "Calibration of the 16-Ft Transonic Circuit of the Propulsion Wind Tunnel with an Aerodynamic Test Cart Having 6-Percent-Open Inclined-Hole Walls." AEDC-TN-58-90, November 1958.

3. Nichols, J. H. "Determination of Optimum Operating Parameters for the PWT 16- Ft Transonic Circuit Utilizing One- Percent Bodies of Revolution." AEDC-TN-59-100, September 1959.

4. Rittenhouse, L. E. "Base Pressure Effects Resulting from Changes in Tunnel Pressure Ratio in a Transonic Wind Tunnel. " AEDC-TN-58-88. January 1959.

5. Chew, William L., Jr. "Determination of Optimum Operating Parameters for the 1- Foot Transonic Tunnel Utilizing Cone­Cylinder Bodies of Revolution." AEDC-TN-60-69, April 1960.

6. Test Facilities Handbook, (2nd Edition). "Propulsion Wind Tunnel Facility, Vol. 3. " Arnold Engineering Development Center, January 1959.

13

Page 17: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

....... ~

A

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o 0 /

-~-0- f- -F'") I I

TYPICAL PERFORATED WALL PATTERN

SOLID AREA

FLOW "," __ ~ I b.'V!T~!!5~

60° Section A-A

6% Open Area Hole Diameter = 0.75 In. Plate Thickness = 0~75 In.

SOLID DIVERGED WALL SECTION TO ALLEVIATE STRUT BLOCKAGE

<BULGE SECTION)

PERFORATED WALLS

B/tif / 'U""UHI~ I ~: H~ -/J I' " 1::::C~ ct

STA. -10.0

I STA. STA. -2.0 O.

CENTERLINE PROBE

I STA.

25.15

I STA. 40.0

Fig. 1 16-Ft Transonic Circuit Test Section

> m o () · -I Z · 0-o · 0-J:>.

Page 18: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

1-0 CJ1

=-------

I+-MINOR AXIS OF I ELLIPSE

STA. STA. 31.1. 32.1

ORIGINAL WEDGE NOSEj=~= ~

3:1 ELLIPTICAL NOSE

PERFORATED WALL ... SOLID WALLS

6.5 deg ---L

MODIFIED WALL

STA. STA. 43.0 50.1

~---------I I I I

~ I ~ OR:INA~ SCO~ - - ~E:DYNA~-T"'IP~~---

---1-- - -I ----- ~j

STA. ORIGINAL WAL~,-I~ 32.1 ST A 1.33ft STA. STA. 23.7 Zf.7 40.0

fig.2 Modific:ations to the 16-ft Transonic: Circ:uit

> m o n . -I Z 0.. o • 0-J:>,.

Page 19: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

f-" C":I

16.25 '-------:;--------- 336.15

r ;1t6:0~ "3 O~f1ces spaced 12 in. apart

STA. -8.65

- I 24 Orifices spaced 12 in. apart

I~ 276.00 .: 283.75

STA. 1.50 Centerline Probe

NOTE: All dimensions in inches

[

96.00 ==1 r-- 52.20

~ * -----I b 3~.00 (I ~ Centerline Probe

Cone-Cylinder Model

Fig.3 Centerline Probe and Cone-Cylinder Model

STA. 25.15

» m o n · -l Z · 0-o · 0-J>..

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AEDC·TN.60·164

-0.012

Poo .... Pc

Pt

-0.008

-0.004

o

0.004

-0.012

Pro - Pc

Pt -0.008

.. 0.004

o 0.4

0 Maximum Plenum Flow Rate )~~ .V,~._ 0 Minimum Plenum Flow Rate

y I

Note: V Optimum Wall Angle is Zero for Mach Numbers -l ....... 1---- ---. below 1.05 , .....

I,," /

~/ v "\ Optimum Wall Angles

-.l.

e = 0 W

-: r-v-chV /- hi{ ~l---'~

~

0.6 0.8 1.0 1.4 1.6

Fig. 4 Variations of Plenum Chamber Pressure Coefficient with Mach Number

1 -bO Q) ~ -I1l

0 Q) M bO

~ r-I r-I

-1 ~

17

Page 21: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

f-' CXl

0.7

H 0.6 Q)

§ z ..c: o as ::t 0.5

0.4 o

A .. 1.072 ST'lOD:J[ nIl Sll.JL

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~

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~ k:)U: rx ~ J: Y YYY!:)( J.. r:y::j. )('{-:Y~'LLCA J>H x Y ~ ~-

4 8 12 16 20

Tunnel Station in Ft

a. Moo = 0.50 and Moo = 0.60

Fig. 5 Variations in Mach Number with Tunnel Station for Zero Wall Angle at Various Tunnel Pressure Ratios, 8w = 0

.. 0

16

24 28

:I> m 0 n . -i Z 0-.

? 0-. ...

Page 22: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

..... co

0.8

0.7

H Q) ,Q

§ 0.7 :z;

.c: () en :;;::

0.7

0.6 o

,A • 1.102 [X'f.XX)(), ..ole¥' :J:.J.)Q .J, A,..,J)( )Q.y:"X:.i:' ~J.x:f:X .'"' (l( ·J.~·x ·XX· .Jl.. _,

" - ~ ~~

0

A - 1.093 .rx xXx :x '11. fY. J.:ro( :x.J:X:xlC.L - ~~xx:"")..JJ..;. .. {)( ru ~)

0

A - 1.074 ~n rf::d::n-x f'n..J.. x..x.:£bx:x. (-JCfJ- ~

rou~O

4 8

~l

12 16 Tunnel Station in Ft

b. Moo = 0.70

Fig. 5 Continued

/9 I ,...

20 24 28

> m o <;1 -i Z 0-D

0-

"'"

Page 23: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

I\:)

o

~ (])

0.9

0.8

.a 3 0.8 z .c: o ~

O.B

0.8

0.7

o 4 8 12 16 Tunnel Station in Ft

c. Moo = 0.80

Fig. 5 Continued

20 24 28 » m o n -l z 0.. o

'" .,.

Page 24: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

~ >-'

1.0

0.9

0.9

~ (I)

.0

§ 0.9 z .s::: () «S :E:

0.9

0.8

o 4 8 12 16

Tunnel Station in Ft d. Moo = 0.90

Fig. 5 Continued

20 24 28 » m o n -i z

'" o

'" .t>.

Page 25: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

t..:l t..:l

~ Q)

§ :z.

1.1

1.0

1.0

.; 1.0 aJ

::IE:

1.0

0.9

A = 1.250

---ex "~9~ ~

""' -y ]( l. x· J..;UCX:'A. . ~ .~ ~O

0 Q ,

A = 1.207 <)

~l.Xl.X ~·O ~n~ ~< ~)O \

ib ~\

A = 1.147

--CY. :Pcx:x l.oa.x i:XXJ( .)Cb-0c TXrJ:X:Pc. ~ ''>-cP<~

--0 . . . . J.o.-~'l X .'A.X:fJ(.

(J) 4 8

A = 1.088 .1. .1

. -e](.J(x X·X,X·U. . . . ·;r-OJ(·:~O

12 16 Tunne1 Stat~on in Ft

e. Moo = 1.00 Fig. 5 Continued

20

K )0\ 6

\ 1\

0 6 , b '\ 6

24 28

» m o o -l Z 0.. o . 0-....

Page 26: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

t-:l W

~ Q)

..a

1.2

1.1

~ 1.1

.c o <IS

:E:

1.1

1.0

A II 1.199 ~ 00" ..rf,) n A ():)~ .f'h

OCfJ IJ()OO ·U (000 . 'UoOcf;XJ '\ (

A = 1.119

~--oO ('yO CX~kood?~ . ~O<.~ r-ocP~..(YY I UO a . ''-'~ 0 PcP /( O· 01..)0 ...... '

A II 1.097

fl.') 1-0. On 0 ~~ '-/ ""CY. "uq ~;' 'e) . O 0

o-YOcPCKJoOVoo::J.;D-CO ' g-

0

o 4 8 12 16 20 24 TUnnel Station in Ft

f. Moo = 1.10

Fig. 5 Continued

I

28

:> m o n -i z 0-

'2 0-....

Page 27: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

I:\:)

~

~ Q)

§

1.3

1.2

z 1.2 ..c o C\J ~

1.2

1.1 o 4 8 12 16

Tunnel Station in Ft

g. Moo = 1.20

Fig. 5 Continued

20 24 28

> m o n ~ z

'" o . '" ....

Page 28: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

I:\:)

CJl

M Q)

J

1.5

1.4

1.4

;:: 1.3 t> C(l

~

1.3

1.2 o 4 8

A=: 1.427

12 16 Tunnel Station in Ft

h. Moo = 1.30 and Moo = 1.40

Fig. 5 Continued

20 24 28

» m o () . -l Z

'" o

'" ...

Page 29: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

I:\:)

O'l

1.7

1.6

~ 1.6 § z .s:: (,) co

::s: 1.5

1.5

1.4 o 4 8

A. 1.467

12 16 Tunnel Station in Ft

i. Moo = 1.50 and Moo = 1.60

Fig. 5 Concluded

20 24 28 }>­

m o n -I z

'" o

'" ...

Page 30: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

~ ~

1.2

~ Q) 1.1

~ .c: o as ~ 1.1

1.0

o

A = 1.277

A = 1.203

4 8 12 16 20

Tunnel Station in Ft

a. Moo '= 1.10, Ow '= -0.75

Fig.6 Variations in Mach Number with Tunnel Station for Optimum Wall Angles at Various Tunnel Pressure Ratios

24 28

» m o n · -l Z · 0-. o · 0-. J>.

Page 31: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

I:\)

co

1.3

1.2

~ Q)

~ :z; 1.2 .c: C) CI3

::E:

1.2

1.1 o 4 8 12 16

Tunnel Station in Ft

b. Moo = 1.20, ew = -0.25

Fig.6 Continued

20 24 28

> m o () · --I Z · 0-o · 0-.s:..

Page 32: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

~ Co

1.5

1.4

M 1.4 Q)

.0

~ .t:: (.)

~ 1.3

1.3

1.2 o 4 8 12 16

Tunnel Station in Ft

c. Moo = 1.30, ew == 0.15 and Moo = 1..40, ew == 0.25

Fig.6 Continued

20 24 28 » m CJ n · -l Z · 0-o · 0-.I:>.

Page 33: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

w o

1.71 I I I I I I I I 1 I I I I I ~ k:1.472

~···~~DN~~ II ~ o 1.6

A ~ 1~425 I I , , , I I ,

~~~.~~ ..... '0 0 0 . ~ 1.6 l,n 'r!

~ :z: .Q () a:s ~ 1. 5 1--->""<O'*:rV"V:"'I:;~'V

1.5

4 12 16 Tunnel Station in Ft

1.4 I o~7---f;-L~~t 28 8 20 24

d. Moo = 1.50, ew =0.30 and Moo = 1.60, ew = 0.30 Fig. 6 Concluded

» m o () · -l Z · 0-o · 0-.I:>.

Page 34: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

W f-'

0.9

0.8

~ Q) 0.8 .Q

§ Z 0 8 ..c: • 0 «5 E 0.8

0.7

o

I - I

4 8

f'd :: 6 I x • 1.059

12 16

Tunnel Station in Ft

a. M"" = 0.80

o 20 24

Fig.7 Variations in Mach Number with Tunnel Station for Various Diffuser Flap Openings

28

» m o ()

-I Z 0.. C> . 0-...

Page 35: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

W t..:>

~ Q)

1.100

1.050

.0 9 1.050 z .c: ~ 1.050 :IE

1.050

1.000

o 4 8 12 16

Tunnel Station in Ft

b. Moo '= 1.50, ew '= -1.0

Fig. 7 Continued

20 24 28

> m o (1 -I Z

'" o . '" ....

Page 36: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

c:...l c:...l

H

l.2 II--II--~--~--~--~--r-~r--'---'---'--~--~--~~

l.l 1~--==rpU~(J()r=YSi;:y:)rtv~:ytv:::;;=:;c>hty-J==±----~+-------~ H--+-~

l.l 17~=DOv----cY""'lrV*n-~~~;::;()

(J)

~ l.l r--"Vj~--:rpl.:,..~rn~r:o~~:viv;;;;r.C)f;~~~~""""",-l---~ HH--+---Z

.c: ~ l.l l---Vl--:-=;ro~Cx=y::;,rvSrrr~~::::-r;~Jf;orrt-~~:--:::c=-l-=--L( HtIIr---+--~ :.:

l.l r-~~~OU=O(1Y~~~~~~~Yrl~ZJ~~~~~

l.l

1.0 I I I I I I I I I I I I I~ I I o 4 8 12 16

Tunnel Station in Ft

c. Moo = 1.10, ew = -0.75

Fig.7 Concluded

16 20 24 28

> m o o -f Z 0-o .!... '" ....

Page 37: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

1.0

1.2

1.1

1.0

.J..

1.2

1.0

1.1 L c

1.0 o

~ b "-~

V'

" r-.... ""'-

lo- r--t---r-""(]..."""

- I,.,

f"""I. ),

"""t r-.. ~

1 2 3 4

AEDC- TN-60-164

Moo III 1.00

8w III 0

--- fa -

Moo ~ 0.90

1->-

Moo liB 0.80

""""'I.)

Moo

{)

5 6

III 0.70

7 Wp -,percent W

Fig.8 Variation of Tunnel Pressure Ratio with Plenum Auxiliary Suction

34

Page 38: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

1.4

1.3

1.2

1.4

1.3

1.2

1.1

1.2

1.1

1.0 o

~\ ~ \ /\ \

'\ \ '0 ~

Q q

'" \ \

'" p~ ~ , ...... "Q....

h

"-

1 2 3

AEDC.TN.60.l64

Moo III: 1.30

I I 8w III 0 8

..... - - Optimum w

/

Moo

..... t--. ,-...

-<l j...o

Moo ;,: 1.10

p..- ('\.

4

/

.......

:: 1.20

J~ ~

5 6

Wp , percent W

Fig. 8 Continued

35

Page 39: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

1.5

1.4

1.3

1.5

1.4

1.3

1.5

1.4

1.2

q \

~

o

~ b 1'0

I

.~

1\

'" 1\ '\ \ I\.

U

q q \ \ \ 1\

\ \ \

0 b

I

1 2

AEDC·TN.60.164

Moo III 1.60 -

8w III 0 8 - - - Optimum w

I

Moo

Moo

3

I I J

III 1.50

-

:: 1.40 -

4 5

Wp , percent W

Fig. 8 Concluded

36

Page 40: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

C+-t Vl 0. ..

(\.\ , 0 ri

M .-

.j.) 0. -~ Vl Vl Q) J:4 Il.

ri CIS

.j.) 0

8

40

36

32

28

24

20

16

12

8

4

o 0.5

AEDC- TN-60-164

Bw .. 0 ~_ J..

~ ~r

'--" Bw .. -0.25 , ~ I \ /J- \-Bw .... 0.50

_\ -..r ... "[ \

\ I \ v--Bw .. 0 and

\ I , Optimum -

1\

-0.75-\

~\ ,4 \ Bw .. 1~

Bw .. -1.00~ ~ \ , '-Bw .. Opt1mum~

I\{ r-No Plenum

~ Suct10n

\ , r\

\ \

\ \ \ \

1\ \

0.9 1.1 1.3 1 .. 5 Mach Number

Fig.9 Variation of Maximum Tunnel Total Pressure with Mach Number

37

Page 41: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

40 ~---+:::~t·,~ ~~

""<~ ........

36

'0

32

4-t 28 -fIl Pc /

~ 1111

.. JV (\J I

24 0 r-I

><

.. V " .1 / - III +> L Pc -f ::s fIl fIl

2! Il.t

r-I CIS

+> 0

E-t

a :fiE:

20

16

12

1.20

i--1.10

1.00 o

.( M = 1.05 M = 1.10

00 00

0 e = 0 0 e = 0 w w • e w = 1.00 II e w = -0.75

r-- Optimum Flap Opening for --.. Optimum Wall Angles ------~ ~

4 8 12 16

Diffuser Flap Opening, Inches

Fig. 10 Variation of Maximum Tunnel Total Pressure with Diffuser Flap Opening

AEDC·TN·60·164

.20

38

Page 42: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

-0.3

-0.2 ~ to-

r L II"

-0.1 ~

~ o

a. Moo = 0.70, ew = 0

-0.3

-0.2

-0.1

..n

I---M v;: ~ v

.)1 ~

o b. Moo 0.80, ew 0

-0.3

-0.2 r- .....0.

tP hII::::I{ r ......

-0.1 .A..t!". ~~ Base of Model

0 Tunnel Station 0 Tunnel Station 0 Tunnel Station

1.1 1.2 1.3 1.4

c. Moo = 0.90, ew = 0

Fig. 11 Variation of Model Base Pressure Coefficient with Tunnel Pressure Ratio

AEDC-TN-60-164

14.0 17.5 20.0

1.5

39

Page 43: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

-0.3

-0.2

.. 0.1

o

-0.3

-0.2

-0.1

o

-0.3

-0.2

-0.1

o 1.0

(" In '-' 1"1----0 I~

~ 'A <> <: V

(' - ) ,...., .rl ...:... U ~

./ K> <> -/

~

e. Moo=1.10,ew =0

() ? U-

k>-(>

Base of Model 0 Tunnel Station 0 Tunnel Station <> Tunnel Station

1.1 1.2 1.3

f. Moo = 1.20, ew = -0.25

Fig. 11 Continued

AEDC-TN-60-164

14.0 I---17.5 20.0

1.4 1.5

40

Page 44: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

-0.3

-0.2

-0.1

o 1.0 1.1

Base of Model 0 Tunnel Station o Tunnel Station <> Tunnel Station

1.2 1.3

g. Moo '" 1.60, Ow '" 0.30

Fig. 11 Concluded

AE D C· TN·60·164

~ ~ - P-

14.0 17.5 20.0

1.4 1.5 Moo

41

Page 45: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

AEDC.TN.60·~64

,------,---- - - - -,- - ---,

~I j J 0.3

-0 .2 Moo" 1.00 ~

~ ~ 8w ... 0

.1 A .. 1.150

" 1.250 -0

1.100

Moo '" 0.90 1.00 0

~ -...;; ~ 8w III 0

~ A .. 1.150 1.100 1.075

Moo .. 0.80 0.90 0

~ E=::: ~ r---..... 8w ZI 0 r--..... A III 1.130 ~ ~ I'-- 1.100

" I 1.075

0.80 Moo .. 0.70 8w II 0'

0 A .. 1.090 --- I r--r--I--. 1.060

0 12 14 16 18 20 22

Tunnel Station in Ft

Fig. 12 Variation of Model Base Pressure Coefficients with Base Location in the Test Section for Various Values of Pressure Ratio and Mach Numbers from 0.70 to 1.60

42

Page 46: UNCLASSIFIED AD NUMBER LIMITATION CHANGES · bluff shape cowling and was used to remove air from the tunnel for control of humidity and pressure level. However, with the modifications,

0.3

-0

-0

1.60

1.20

Moo = 1.10

.2

.1

0

0

o 12

AEDC.TN.60·164

------,-----, I :

; I EJ I

Moo .. 1.60 8w • 0.30 A III 1.415 --.1.465

Moo • 1.20 8w == -0.25 -~ A == 1.350

~ 1.250 1.075

Moo • 1.10 -K~ 8w == 0.00

"~ A == 1.300

\ 1.200

I 1.100

I 16 18 20 22 24

Tunnel Station in Ft

Fig. 12 Concluded

43