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Project Cyclops, A Design... - Department of Earth and Planetary ...

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side <strong>of</strong> the dish <strong>and</strong> shade on the other, for example,<br />

cause deformations proportional to dish size <strong>and</strong> these<br />

account for the line marked "Thermal Limit." Finally<br />

the strength <strong>of</strong> materials sets a size above which the dish<br />

will collapse under its own weight. This is marked<br />

"Stress Limit" in the figure, <strong>and</strong> represents a dish 600 m<br />

in diameter. Also shown on the figure are points<br />

corresponding to a number <strong>of</strong> existing <strong>and</strong> proposed<br />

telescopes. Notice that three <strong>of</strong> these points exceed the<br />

gravitational limit. In the case <strong>of</strong> the proposed 440-ft<br />

NEROC (or CAMROC) telescope (point 13), this is<br />

achieved by compensation, that is, by mechanical change<br />

in the length <strong>of</strong> certain structural members as a function<br />

<strong>of</strong> elevation angle. In the case <strong>of</strong> the Bonn 100-m<br />

telescope (point 11) <strong>and</strong> to a much greater degree in the<br />

proposed 300-ft NRAO design (point 14), the gravitational<br />

limit is exceeded by making use <strong>of</strong> the principle<br />

<strong>of</strong> homologous<br />

design.<br />

In homologous design, the object is not to eliminate<br />

deflections by making the structure as stiff as possible<br />

everywhere, but to allow greater deflections in certain<br />

regions than would normally be present in conventional<br />

design. Adding this compliance makes it possible to<br />

control the deflections so that, under changing direction<br />

<strong>of</strong> the gravity vector, the paraboloidal surface deforms<br />

into a new paraboloid. The new surface may be simply<br />

the old surface shifted <strong>and</strong> tilted slightly, <strong>and</strong> the feed is<br />

repositioned accordingly. In this case, the deflections<br />

merely produce an elevation angle error as a function <strong>of</strong><br />

elevation angle, which may be removed by calibration.<br />

Thus the gravitational limit shown in Figure 8-2<br />

applies only to "conventional" designs <strong>and</strong> may be<br />

exceeded by active structures or structures designed by<br />

modern computer techniques. We conclude that dishes<br />

100 m or more in diameter operable down to 3-cm<br />

wavelength are well within the present state <strong>of</strong> the art.<br />

However, it should be noted that the application <strong>of</strong> the<br />

homologous design principle to date does not seem to<br />

yield a configuration well suited for quantity production.<br />

This is not a criticism <strong>of</strong> the procedure, for the<br />

homologous design approach has been used to date<br />

only for "one <strong>of</strong> a kind" antennas. If this design<br />

technique were to be useful for <strong>Cyclops</strong>, further study is<br />

needed to assure that the design evolved using homology<br />

exhibits the required features for mass production<br />

efficiencies.<br />

Some <strong>of</strong> the techniques for the design <strong>of</strong> the back up<br />

structure are listed in Appendix G. The backup structure<br />

cannot be designed independently <strong>of</strong> the base, since the<br />

positions <strong>of</strong> load support points, <strong>and</strong> the force vectors<br />

<strong>and</strong> torques introduced at these points, must be known.<br />

OPTIMUM<br />

SIZING<br />

In an array, the total area can be obtained with a<br />

certain number <strong>of</strong> large dishes or a larger number <strong>of</strong><br />

smaller ones. We would like to choose the dish size so<br />

that the total cost is minimized. Following an analysis<br />

by Drake we let the cost per element be<br />

where<br />

d = dish diameter<br />

a = a constant<br />

c = adx + b (5)<br />

b = fixed cost per element, that is, cost <strong>of</strong> receivers,<br />

control equipment, IF transmission <strong>and</strong> delay<br />

circuit, etc.<br />

To realize a total equivalent antenna area, A, we need a<br />

number <strong>of</strong> dishes<br />

4 A<br />

n - (6)<br />

rrd2<br />

where r/ is the efficiency <strong>of</strong> utilization <strong>of</strong> the dish<br />

surface. Thus, the total cost is<br />

4A<br />

nC = _ (ad x-2 + bd-2) (7)<br />

rt77<br />

Differentiating equation (7) with respect to d, we find<br />

that nC is a minimum when<br />

that is, when<br />

2<br />

ad x = _ b (8)<br />

X-2<br />

2<br />

Structural cost -- _<br />

x-2<br />

fixed channel cost (8a)<br />

The optimum size thus depends heavily on x, that is,<br />

upon the exponent that relates the structural cost _ to<br />

the diameter. If x > 2 there will be an optimum size<br />

given by equation (8). If x _

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