CORRECTION OF ASTIGMATISM B. L. U ICH AND L. KING …library.nrao.edu/public/memos/endir/EnDIR_106.pdf · correction of astigmatism in the 36-foot telescope b. l. u ich and l. king

NATIONAL RADIO ASTRONO Y OBSERVATORY

GREEN BANK J WEST VIRGINIA

ENGINEERING DIVISION INTERNAL REPORT No 06

(TUCSON OPERATIONS INTERNAL REPORT to. 4)

CORRECTION OF ASTIGMATISM IN THE 36FOOT TELESCOPE

B. L. UL CH AND L. KI NG

JULY 1977

CORRECTION OF ASTIGMATISM

IN THE 36-FOOT TELESCOPE

B. L. U ICH AND L. KING

NATIONAL RADIO ASTRONOMY OBSERVATORY

TUCSON OPERATIONS

INTERNAL REPORT NO. 4

Y 1977

TABLE OF CONTENTS

Page

1. Introduction 1

II. Initial telescope performance

III. Proposed remedies 5

Iv Structural modifications 7

V. Modified telescope performance 7

VI. Conclusions and recommendations 12

References 14

. INTRODUCTION

Initial observations with the NRAO 36-foot telescope on Kitt Peak

revealed that the antenna gain was substantially affected by the ambient

temperature. At both high and low temperatures the gain decreased and the

beam became elliptical in cross section. It was evident that the optimum

telescope focal length not only depended on temperature, but also that the

azimuth- and elevation-plane focal lengths had different temperature d

pendencies. In an effort to understand and correct for these effects,

Conklin (1970) installed thermistors on the reflector rear surface and found

an empirical correlation of the focal length for maximum gain with both

the average ambient temperature and with the radial reflector temperature

gradient. The on-line computer was programmed to periodically read the

thermistors and refocus the telescope according to the empirical focus

equation. The result was a dramatic improvement in both the mean value

and, to a lesser extent, in the stability of the telescope gain. However,

refocusing can only correct the curvature of field and not the astigmatism

produced by the thermal deformations of the reflector. As a result, the

beam ellipticity and some gain variations remained. At short wavelengths

s 4mm) these effects were still serious and limited the accuracy of

observations of point sources. This report summarizes the effort made

during the past several years to understand and to correct the residual

temperature-dependent astigmatism.

II. INITIAL TELESCOPE PERFORMANCE

The most important parameter of absolute telescope performance is

gain. Aperture efficiency is a relative measure of telescope gain at a

given wavelength, and here it is a more convenient parameter to use in

describing telescope performance. Large diurnal and seasonal variations

in the aperture efficiency of the 36-foot telescope were noted at 3 mm

wavelength even when the feed horn was focused to receive the maximum

possible signal (Conklin 1970). Figure 1 is a plot of aperture efficiency

at 3 mm as a function of ambient temperature. Clearly the telescope per-

formance suffered drastically at both high and low temperatures. In

addition to decreased gain, the beam cross section became elliptical at

extreme temperatures, indicating that large-scale phase errors were the

cause of the reduced efficiency. Additional measurements showed that the

focus curve was somewhat broadened, and that the azimuth and elevation

beamwidths were minimized at different axial foci. This meant that the

most important type of phase error was astigmatism - that is, the focal

length of the main reflector was different in two orthogonal planes. The

difference in the two focal lengths (elevation focus - azimuth focus) is

called the astigmatism parameter a, and it is plotted versus ambient

temperature in Figure 2. The dashed line fit to the measurements by the

least-squares method is given by

a = 1.38 (_0.07) IT - 7.5 (±0.6) C (1)

Thus at an ambient temperature of 7.5'C there is no astigmatism present.

It seems very likely that the dish and backup structure were mated at this

temperature in the original fabrication of the telescope. Equation 1 also

indicates that the astigmatism parameter increases by 1.38 =PC, and the

apparently good fit indicates that the astigmatism is a linear function of

temperature over the entire range of ambient temperature on Kitt Peak.

According to Bracewell (1961), the relative antenna gain Tel is related to

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TEMPERATURE °C

the astigmatism parameter a by

(2)

85

where A is the wavelength of observation Equation 2 is plotted in Figure 1

as the dashed parabolic curve (assuming a maximum aperture efficiency of

32.2 7), and it is clear from the good fit that astigmatism alone can

account for the reduced efficiency. Higher order phase errors may exist,

but they must be small compared to the astigmatism.

III. PROPOSED REMEDIES

The focal length of the 36-foot telescope was known to vary with

temperature, but additionally it was noted that most of the change occurred

in the elevation plane, while In azimuth the focal length varied by a

lesser amount. Apparently something in the structure was behaving like a

bimetallic thermostat and flexing the primary reflector. The first suspe

ted culprit was the steel guy wires which al poin t st ruc---supported the roc

ture (Conklin 1971a). Since the dish is aluminum, it was obvious that the

different coefficients of thermal expansion of steel and aluminum would

produce a temperature-dependent stress on the reflector. Some tests were

conducted to verify this conclusion, but the results were nebulous.

1971 the steel cables were replaced with rigid aluminum legs (Conklin 1971c).

Subsequent measurements showed that they had little effect on the magnitude

of the astigmatism, in agreement with rough calculations (Conklin 1971b).

The other obvious bimetallic joint in the structure occurs between

the aluminum reflector and the steel backup structure (elevation axle and

elevation drive wheel). There is clearly mechanical asymmetry here, too.

The backup structure has a larger span in the elevation plane, and thus one

would expect the reflector to be most affected by thermal stress in the

elevation plane,in agreement with the observations. A computer model of the

telescope structure utilizing the NASTRAN program was constructed to determine

the cause of the astigmatism and to evaluate proposed remedies (King 1975)

This model consists of linear beam members and two-dimensional plates. Cal-

culations of the effects of gravitational loading were verified by taking

strain gage readings on several of the backup struts at different elevation

angles. The conclusion of the computer modeling was that thermal astigma-

tism of the correct sense was indeed predicted, but the calculated magnitude

was considerable smaller than the direct observations indicated. Several

suggestions were made about how to empirically co ect the astigmatism by

applying external forces to the reflector through hydraulic cylinders, jack

screws, or contact heaters. However, the computer model predicted little

improvement in telescope performance with any of these 'active" schemes.

"passive" •passive modification of the support structure was proposed by King (1976

which resulted in a large improvement in the astigmatism predicted by the

computer model. This remedy involved (1) replacing some of the steel angles

in the support structure with aluminum counterparts, (2) removing the extreme

elevation plane backup struts, and (3) stiffening the reflector ribs in the

elevation plane with aluminum plates and aigles. This reduces the thermal

stress and redirects it to stiffer points on the reflector ribs. The net

effect is a significant decrease in the resulting thermal deformations of

the reflector surface. Of course, these modifications also affected the grav-

itational deformations, and the final design was chosen as a compromise between

a thermally stable telescope and a gravitationally stiff one.

Iv. STRUCTURAL MODIFICATIONS

The aluminum members needed for the structural modifications were

fabricated in the Green Bank shop -nd shipped to Tucson. From February

14-17, 1977, some 590 kg of steel were removed from and 360 kg of alum-

inum were installed on the 36-foot telescope, requiring 130 man-hours

of labor. Initial radiometric tests showed large residual astigmatism,

but this was expected since we had no means of lifting the feed legs during

the modifications. Shims were placed under the east and west feed legs,

and the proper thickness was found empirically (Ulich 1977) to reduce the

residual astigmatism to zero (at an ambient temperature of -4 C)

V. MODIFIED TELESCOPE PERFORMANCE

Occasional radiometric observations were made from FebruarY,1977 to

June, 1977 in order to evaluate the modified telescope performance over

a wide range of ambient temperature. Figure is a plot of themeas-

ured astigmatism versus temperature. In Figure 3 the filled circles

are the new data from the modified structure and the open circles are

the original data Clearly a substantial improvement has resulted, although

the astigmatism has not been completely removed at high temperatures. The

least-squares line fit is

a = 0.14 ±0.01 T 3.1 -0.3 CI mm (3)

which indicates zero astigmatism at -3.1 °C, very near the -4 °C ambient

temperature at which the final shim adjustments were made. The temper-

ature coefficient of the astigmatism has been reduced from 1.38 (±0.07)

mm/ 0C to 0.14 (±0.01) mm/ C. This order of magnitude decrease is predicted

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by the computer model, although the absolute values of the coefficient

predicted by the model are still much smaller than the observed values.

Additional radiometric observations a so showed that the astigmatism changed

by 1.3±1.4 mm when the telescope was tilted from 26° elevation angle to 70°

This translates into a negligible change in telescope gain and indicates that

gravitational effects are small.

Figure 4 is a plot of measured aperture efficiency ver sustemper-

ature . Again, the filled circles are the new data for the modified tele-

scope and the open circles are the data for the original structure The

solid line is the predicted behavior of the new structure based on the the_

mal astigmatism given by Equation 3 and the gain formula of Equation 2

(assuming a maximum aperture efficiency of 30.4%) Direct measurements of

aperture efficiency are seen to be consistent with these calculations and

indicate a maximum gain variation of less than 7% over the entire range of

ambient temperature. The peak gain of the modified telescope is about 57

lower than before but this was expected due to the increased dead load

deformations. This slight loss in peak efficiency is more than offset by

the much improved gain in cold and hot weather In addition, tie improved

diurnal gain stability will allow more accurate continum ob e ations than

previously possible.

Table I is a summary of observations and computer model predictions

for both the original and the modified structures The model accurately

predicts the change in best focus with temperature and with elevation

angle for both structures, and it also predicts the large improvement in

thermal astigmatism.

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Quantity ModelPrediction

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Model MeasuredPrediction Value

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3.9±0,5

1.38±0.07

1.6± . 0

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0.21

L.7

7.5-0.6

Focus constant° (mm)(T= 7.5° C, EL=90 )

3(Focus)a(T)

(Focus) a(Trim-Thu

I(a) (mm/°Ca(T)

a(Focus) onma(Sin EL)

T(a= 0) (°C)

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2.0-1.0

1 0.3

0.28

-0. 02

2.1

TABLE I

FOCUS DATA SUMMARY

11

12

VI. CONCLUSIONS AND RECOMENDATIONS

The thermal astigmatism of the 36-foot telescope was due to differ-

ential thermal expansion of the steel backup structure and the aluminum re-

flector. A computer model of the telescope has been written which correctly

predicts the gravitational behavior and many of the observed thermal char-

acteristics of the telescope. This model was used to design passive struc-

tural modifications which were implemented. The thermal behavior of the

modified structure has been observed over a wide temperature range.

substantial improvement in the average value of telescope gain has been

achieved. In addition, the variation of gain with temperature has beeft

significantly reduced, allowing more repeatable (and thus more accurate)

astronomical observations to be made. Another benefit of the structural

modifications is a reduction in the lower elevation limit of the telescope

from 15.20 to 12.50 , allowing more time for observations of extremely low-

declination sources such as Centaurus A. The slight reduction in peak

gain can probably be recovered by lifting the feed legs and readjusting the

backup structure and feed leg shims. Hopefully this will be accomplished

during the summer extended maintenance period.

The 36-foot telescope is a gravitationally stiff and thermally stable

platform which is capable of supporting a more accurate mirror Presently

the telescope performance at short wavelengths is limited by original machin-

ing errors and by dents from the feed leg accident These are repairable by

either filling in the depressions in the primary mirror with aluminum tape

or by m-chining a phase-error correcting subreflector. However, the residual

surface errors are not now well known, and the most difficult part of any

project to improve the surface accuracy will be to map these errors in great

detail. Some possible measuring methods are the stepping bar and electronic

level, a parabolic template, or microwave holography. I suggest that an

effort be made to accurately measure the errors the 36-foot reflector,

since correcting them is straightforward and inexpensive and will result

in significantly improved telescope gain at high frequencies.

REFERENCES

Bracewell, R. N. (1961). "Tolerance theory of large an ennas IRE Trans. Antennas Propagat., vol. AP-9, pp. 49-58.

Conklin, E. K. (1970). "Thermal effects on the NRAO telescope,"NRAO Internal Memorandum dated Sept. 28, 1970.

Conklin, E. K. (1971a). "Astigmatism and guy wires, antenna,NRAO Internal Memorandum dated Jan. 14, 1971.

Conklin, E. K. (1971b). "Astigmatism and temperatures, 11-m antenna,"NRAO Internal Memorandum dated Jan 21, 1971.

Conklin, E. K. (1971c) "Effect of new feed legs on 11-m telescope,Chapter II," NRAO Internal Memorandum dated Sept. 20, 1971.

King, L. (1975). "Analysis of 36-ft elevation structure,NRAO Internal Memorandum dated Sept., 1975.

King, L. (1976). "Improvement of the surface errors for 6-ft telescope,'NRAO Internal Memorandum dated March 23, 1976.

Ulich, B. L. (1977) "Preliminary report on results of structuramodifications to 36-foot telescope," NRAO Internal Memo a dumdated March 8, 1977.

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