Summary of July 1992
Columbus Project Engineering Meeting

J. M. Hill, Steward Observatory
Columbus Project Technical Memo

UA-92-02

September 11, 1992

http://medusa.as.arizona.edu/lbtwww/tech/ua9202.htm

Abstract

1. Introduction

2. Executive Summary

3. Technical Summary

4. Administrative Summary

5 Post Meeting Progress

List of Figures:

Figure 1 Figure 2 Figure 3 Figure 4
Figure 5 Figure 6 Figure 7 Figure 8
Figure 9 Figure 10

Abstract

This memo reviews the discussions of the Columbus Project Engineering meeting held in Arcetri during July 1992. This meeting focussed on getting the detailed design moving again after a year of thinking and searching for partners. The four main optical issues discussed were: whether to install an adaptive F/15 secondary for first light; whether to use a Cassegrain or Gregorian optical design at F/15; whether to modify the wide field focus to be F/4 at a location above the primary; and whether to reimage the F/15 bent Cass foci for interferometric beam combination. A revised mechanical concept for the telescope was presented. The upper superstructure has been concentrated near the center of the telescope and secondaries are exchanged with swingarms rather than trolleys. The enclosure concept is evolving from handling with an elevator to handling with an overhead crane. Results of testing the prototype primary mirror supports were presented.

1. Introduction

This memo summarizes the results of the Columbus Project Engineering meeting which was held in Arcetri on 14--18 July 1992. This was the first official engineering meeting since April 1991, although there was considerable technical and political activity in the intervening months. This memo will highlight the technical results and discussions of the meeting, but it surely will not do justice to the atmosphere. Sometimes the small conference room had 15 people having discussions simultaneously in three different languages. I have taken some editorial license to make the discussion more coherent and complete than it may have been at the meeting.

1.1 Project Status

Since the official withdrawal of Ohio State from the project in September 1991, many engineering activities (and the schedule) have been delayed. The project has been revitalized with the addition of Research Corporation as a third partner in June 1992. Approximately $40M of funding is thereby available to build a stripped-down one-eyed version of the telescope. Primarily to avoid confusion, this discussion will assume that we intend to build the full two-shooter with instrumentation over a period of several years.

1.2 Background

Baseline Design The present (1991) baseline telescope design is a pair of 8.408 meter diameter mirrors with 14.408 meters between centers. This telescope will have wide field optical secondaries (on trolleys) and 3 element refractive correctors to give a 50 arcminute field at F/5.4. The IR Cassegrain secondaries optimized for the thermal infrared at F/15 will be mounted in a flip-top arrangement with F/33 secondaries for combining the beams from the two telescopes. The combined focus will occur with only 4 reflections to the center of the telescope. The Cassegrain focal stations will have at least one and possibly two locations for mounting a bent Cassegrain instrument. The combined focus will have an unimplemented provision for a coude combined focal station with 6 reflections to a gravity stable focus below the telescope. The tertiaries will also be mounted on trolleys for rapid interchange.

Optical problems In pondering the telescope and instrumentation for the last year, we have identified the following ``problems'' with the baseline concept. (Note that ``problems'' means ``lack of perfection'' more than it means ``things that won't work''. The previous design was a perfectly workable telescope, but an unexpected year to think has brought some new insight.)

  1. ``Nobody''* wants to use the Bent Cassegrain focal stations. For each type of instrument that might mount at Bent Cass, there is some reason why direct Cassegrain will give better performance. These reasons include: induced telescope polarization, lower throughput from a third reflection, a smaller field restricted by tertiary size, more scattered light from the additional surface, higher infrared thermal background, and a more restricted instrument mount. At some level this is a psychological issue since some other telescope projects have chosen only to work at a Nasmyth focus with three reflections. The major argument in favor of the Bent Cass is to provide a quickly accessible backup or optional instrument to maximize the efficiency and flexibility of the telescope under changing conditions. (* Nobody does not include sub-millimeter observers.)

  2. A tertiary large enough to feed a substantial (any) F/5 wide field to Bent Cass introduces unacceptable central obstruction at F/15 and F/33. This leads naturally to a two tertiary concept with the resulting hardware and optical complexity or cost.

  3. In addition to the three baseline secondary pairs at F/5.2, F/15 and F/33. It is clear that many projects (i.e. long slit spectrograph) would benefit from an additional pair of F/15 secondaries equipped for an extended (10 arcmin) optical field. This introduces additional cost and exchange complexity, but could save substantial instrument money. The F/15 secondary would nominally have only a small unvignetted field and an IR selected coating (Ag or Au).

  4. What we perceive as the two most heavily used focal stations: wide field F/5 and IR optimized F/15 have the problem that the Wide Field Corrector in the Cass hole prevents the observer from switching between these two configurations during the night. Rapid changeovers can only occur between direct cass and bent Cass or combined focus.

  5. Rapid advances in active and adaptive optics technology means that we must continually re-evaluate our strategy in this area. This could significantly impact our selection of preferred focal stations. In fact the question arose as to whether it was even worth building a non-adaptive F/15 secondary (even the baseline secondaries are already active). Some uses of the combined focus would like to have an additional real pupil to place an adaptive element. As another example, the flip-top secondary exchange between F/15 and F/33 would make it more difficult to place the feed mirror for a laser guide star behind the secondary.

Mechanical problems On the mechanical side there were four similar objections:

  1. The handling of mirrors and equipment around the telescope was to be done with trolleys on the telescope and a large elevator on (outside) the enclosure. Initial engineering suggested that this was a rather expensive solution (corollary: all handling of 8m mirrors is expensive.).

  2. The classic Columbus telescope had an impressive superstructure to hold the secondary mirrors and beam combiners in place. An ideal telescope would not want to have all this metal out there in the wind around the incoming beam.

  3. Since the change of primary diameter from 8.0 to 8.4 meters, we had been unable to get the elevation structure resonant frequency back above 9 Hz.

  4. Stiffness of the secondary spider attachment points continues to be a difficult issue (true for all designs).

1.3 Agenda and Attendees

Monday July 13 Adaptive Mirrors and Spider Diffraction
Tuesday July 14 Discussion of Optical Design Options
Wednesday July 15 Summary of Mirror Support and Handling
Review of Jet Ejectors and Mirror Ventilation
Thursday July 16 Mirror Cells, Actuators and Hardpoints
Friday July 17 Telescope Structure, Spiders and Focal Stations
Enclosure and Handling Options
Saturday July 18 Review and Discussion
Monday July 20 Meeting Summary and Planning

The following people attended at least some part of the meeting:

Franco Pacini Arcetri
Piero Salinari Arcetri
Luciano Miglietta Arcetri
John Hill Arizona
Roger Angel Arizona
Irene Cruz-GonzalesMexico
Warren Davison Arizona
Shawn Callahan MMTO
Tom O'Brien Ohio State
Domenico Bonaccini Arcetri
Ciro DelVecchio Arcetri
Giancarlo Parodi BCV
Elfego Ruiz Mexico
Luis Salas Mexico
Salvador Cuevas Mexico
Bruno Marano Bologna
Walter Gallieni ADS
Riccardo Gatti ADS
Rafaele Tomelleri ADS
Bruce Atwood Ohio State

2. Executive Summary

The following table is a one page summary of what was ``decided'' at the Columbus Engineering meeting. Many of the options and motivations are discussed in more detail in the next section. The first column is the current choice to include in the baseline design. The second column indicates a fallback option if the first option should prove undesirable.

FIRST CHOICE BACKUP PLAN
Rigid F/15 Secondary at First Light Direct Implementation of Adaptive M2
Short (above M1) F/4 Wide Field Old F/5 Cassegrain Wide Field
Gregorian F/15 Secondary (concave) Cassegrain F/15 Secondary (convex)
5-mirror Reimaged Beam Combiner 4-mirror Direct Beam Combiner
New Telescope Structure Classic Telescope Structure
Swing arm M2 Exchange Trolley M2 Exchange
Crane Handling Elevator Handling
Screw plus Spring Hardpoints Chain plus Spring Hardpoints
Pneumatic Cylinder Actuators ---
Separate Washing and Aluminizing Combined Aluminizing Villa
Telescope ``Cellar'' Entrance Ground Level Entrance
F/15 Tertiary Only Small Field F/5 Tertiary
Wind-Compensated Mirror Ventilation ---

The meanings of these cryptic decisions are discussed later in this memo.

3. Technical Summary

3.1 Optics

3.1.1 Should first light have an adaptive F/15 secondary?

Pro:

Con:

Result:

The Project Office has decided not to pursue an adaptive secondary for first light. At least one rigid (non-adaptive) mirror will be fabricated. But we strongly endorse the development of an adaptive secondary for implementation as early as possible in the life of the telescope. (no change from previous plan)

Adaptive Optics Strategy

The following is a summary of the Columbus Project adaptive optics philosophy extracted from an email message a few weeks before the engineering meeting.

The official Columbus budget has a line item of $2M for a pair of adaptive secondaries. This was an arbitrary decision made in 1989 intended to be a strategy decision rather than a technical design. Because the technology is changing so rapidly it is still difficult to say exactly what form these secondaries will take. We want the initial adaptive system to work over a broad wavelength range --- say 1 to 10 microns. The capabilities will clearly evolve over the lifetime of the telescope.

3.1.2 Should the F/15 Secondary be Cassegrain or Gregorian?

Pro:

Con:

View Figure 1 here

3.1.3 Should we use reimaged beam combination?

Pro:

Con:

Result:

A reimaged beam combiner is being designed. See the future memo on beam combiners for all the gory details and specifications.

View Figure 2 here

3.1.4 Move wide field focus above the primary?

The question is whether to change the wide field F/5.4 corrected focus at Cass to a F/4.3 corrected focus about 4 meters above the primary. Specialized multifiber instruments and a wide-field CCD imager would be used at this focus.

Pro:

Con:

View Figure 3 here

Result:

We will explore the optical and mechanical design possibilities and give it a try. The following acceptance criteria have been laid out for the trapped F/4 focus: (These are not the full corrector specifications.)

View Figure 4 here

3.1.5 Other Optical Discussions

Wide Field Correctors

Domenico Bonaccini reviewed the work on wide field correctors in the normal Cassegrain position. Good solutions exist for both all-spherical and single aspheric designs. The images are excellent out to 44 arcminutes in the all-spherical version. The good field increases to 52 arcminutes by adding 1 asphere. Domenico has alsodemonstrated that the ADC can be placed after the third element to allow it to be ``easily'' removed for programs which do not need it. Domenico will provide details in a future technical memo.

ADC glasses are a perennial topic of discussion. We discussed the possibility of dividing the wavelength range that the ADC had to cover to permit the use of glasses with higher UV transmission. The idea would be to have a ``deep UV'' ADC covering 310 nm to 4000 nm and a ``blue'' ADC covering 350 nm to 1000 nm. Detailed study of the glasses is required to see if there is a practical breakpoint. (This sort of detail will be resolved after we freeze the global dimensions of the telescope and the corrector.)

We also discussed the possibility of putting the wide-field corrector only at the bent Cassegrain focus. The cost of a 1.9 meter (major-axis) flat tertiary makes this configuration unattractive.

Adaptive Correction There was a brief discussion of how much active and/or adaptive correction is required in various situations. The adaptive optics group at Arcetri (Bonaccini, Brusa, Esposito, Strauss) has been modelling the atmosphere to compare things like centroid tip-tilt vs. brightest speckle tip-tilt. These models will be used to set specifications on various parts of the telescope system.

3.1.6 Interchange

At the present time, the ``old'' Columbus baseline has six optics movement mechanisms per 8 meter ``barrel''. These are:

  1. wide-field secondary in/out
  2. narrow-field secondary in/out
  3. narrow-field secondary flip, and
  4. tertiary flat in/out
  5. tertiary rotation in the plane of the primary
  6. tertiary rotation varying the beam inclination
These changes could happen in 10 -- 15 minutes during the night. Other changes involving the instruments or the wide field corrector would occur in the daytime.

It is suggested that these movements might be reduced to four while increasing versatility.

  1. The wide-field secondary, its baffles, field corrector and either a fiber table of an imaging detector package should all be carried in or out of the beam in a single movement by mounting these at an Epps focus.

  2. Narrow field secondaries would be used ONLY at the Gregorian position. They would be carried into place by a single mechanism with three positions at 120 degrees, position 1 in, position 2 in, and position 3, both out of the beam for aluminizing. In this, position 1 is intended to be a mount into which one could place a mirror cell with assorted actuators, or a prime focus device, and position 2 is a similar fixture.

    This mechanism should not be expected to carry secondaries of larger than, say 80 cm in diameter, which would restrict Cassegrain focal ratios to F/17 or slower Then it would be less than 1m. above the prime focus, and so also capable of carrying lightweight prime focus equipment.

  3. Tertiary in or out. This tertiary would serve both to provide bent Cass foci and to serve the combined focus.

  4. Tertiary rotation around the axis of the primary. to feed combined foci, and one or more bent Cass positions. It would seem that a single angle of inclination to the primary axis should allow enough versatility (depends on beam combiner design).

(This discussion on interchanges was extracted from a longer memo by N. J. Woolf on telescope versatility. It succinctly describes the philosophy of the discussions at the engineering meeting.)

3.2 Mirror Support and Handling

In a separate memo, Giancarlo Parodi briefly summarizes the results of the 13 BCV Reports produced since the previous engineering meeting. These reports dealt primarily with the topics of local stresses, mirror handling, revisions of axial and lateral forces, and active correction of aberrations. A summary is provided in Columbus Tech Memo OAA-92-01.

3.2.1 Future Work

Local Models

The highest priority task is to build another detailed local model to evaluate the stress over the support pads. This is important so we can freeze the design of the load spreaders and actuators with appropriate limits on the push and pull forces. This model will include the local fillets as well as the load spreader interface. It will also be improved by adding displacement boundary conditions from the global model.

8.4 meter Handling

There is still some work to do on lifting and handling the 8.4 m mirror and mold material since the stresses are still about 20% too high. Methods to reduce the stress include: redistributing the forces, removing the hextiles, changing the pattern of pads. The model will also be updated to better estimate the shear stiffness of the backplate and to better estimate the stress concentration at the backplate holes.

A parabolic temperature gradient appropriate to annealing will also be added to the list of calculated cases.

This work on handling analysis will be delayed until we have the results of lifting and cleaning the 6.5 meter mirror.

Final Optimization

The ``final'' optimization of axial and lateral force distributions will need to be done again since several of the actuators (L12 and L35) are blocked by the hardpoints. The re-optimization will also be needed if we change the central hole diameter.

Automatic Stress Verification

We discussed the need for long-term documentation of these stress analysis results. How will the Columbus engineer in 2035 know how to safely lift the primary mirror? Is it practical to develop a general computer model that can answer this sort of question with specific results? In any event, we will need to produce a detailed manual.

We also discussed methods for detecting when the mirror cell control system wants to apply pathological force distributions to the mirror. For example, pushing with all the actuators near the edge and pulling in the center could be very dangerous.

Aberration Corrections

Using axial correction forces only, we can change the conic constant by 3 microns p-v (without degrading the figure or overstressing the glass). Additional correction of the conic constant can be achieved by using a tension ring around the outside edge of the mirror. (Moving the focal plane a meter requires 26 microns of spherical aberration, so this adjustment is mostly useful for tuning out fabrication uncertainties.)

Additional calculations of active correction forces will be low priority until some of the more pressing design jobs are completed.

= 50° and = 15°.

Attachments

Despite being more difficult to fit into the actuator pattern, we are going to use some sort of modified loadspreader to attach the hardpoints to the mirror backplate. There is too much moment for a single puck attachment to handle. The larger attachment area also provides more stiffness from the RTV bond and allows a larger safe breakaway force for the hardpoints.

Design

Rafaele Tomelleri presented a preliminary design for a hardpoint mechanism. Unlike the historical concept, this design separates the motion from the breakaway function. Position adjustment is provided by a motorized screw. Breakaway under an unexpected force is accomplished by a pair of spring loaded plates. Load cell stiffness is increased by building the load cell into a lever arrangement that increases the effective stiffness by the square of the mechanical advantage while decreasing the apparent sensitivity by the first power of the mechanical advantage.

Assuming that the fulcrum and the support arms are infinitely stiff, the load cell deflection is given by P * X -1 * K-1L where P is the total load, X is the mechanical advantage and KL is the load cell stiffness. Because the fulcrum side doesn't deflect, the central deflection is given by P * X -2 * K-1L and therefore the central stiffness, KT, is given by X2 * KL. Because we were selecting the load cell for stiffness rather than sensitivity, the loss of sensitivity should not be a problem unless the mechanism is prone to drift.

Tomelleri will complete the prototype design. Changes include shifting one of the pivots to the center-of-mass to avoid lateral moments on the mirror (We missed that one in the original specs.). We have also increased the target stiffness to 200 N/ µ m for the mechanism and 100 N/µ m for the stack from the glue joint to the mirror cell attachment. This is to give the mirror a higher resonant frequency in the cell. Additional design details will be included in a future ADS report.

Later in the year, a prototype hardpoint actuator will be constructed and tested. A piezo-based servo loop closed around the load cell reading may be used if we wish to increase the stiffness beyond the levels described above.

View Figure 5 here

3.3.3 Mirror Support Actuators

The prototype mirror support actuators for MMT and Columbus and Magellan have been completed and tested. The design includes the earthquake stops and plans for installation and alignment.

MMT Test Results

Shawn Callahan summarized the results of testing the prototype actuators. The actuators (revision 57) now meet all of the mechanical requirements. The test results are described in a separate memo: ``Preliminary performance test results of the 6.5 meter mirror support actuator design'' --- UA-92-03. Shawn also showed photos of the 2 m3 mockup of the inside of the mirror cell.

Mirror Safety

There was a discussion (without definite resolution) of how to prevent the mirror support system from damaging the mirror by applying certain pathological force distributions. Individual actuators are designed so they cannot apply enough force to damage the mirror locally. The obvious dangerous example is a case where all the axial actuators on the outer part of the mirror push, while those at the center of the mirror pull. Clearly, careful design and safeguards will be required in both hardware and software.

Polishing Cell

Warren Davison described the design of the polishing cell being designed in Arizona by Roberta McMillan. The Mirror Lab decided to build a polishing cell specific to the 6.5m mirror to minimize the cost and pain on the first go-round. The structure of the cell is very similar to the telescope cell, except that it lacks all the connections to additional structure. The polishing actuators (axial) are glycerine-filled cylinders with variable mechanical advantage levers. These allow for adjustable passive support. A lively discussion followed on whether it would be possible or even desirable to polish the mirror on active pnuematic supports like those in the telescope. It might also be possible to polish on rubber pads and test on the telescope supports.

Telescope Cell

ADS has made a number of drawings of the telescope cell for mirror support. No problems have been encountered except that this is a very crowded space. The final design is on hold waiting for sub-assembly details.

View Figure 6 here

3.4 Telescope Structure

3.4.1 ``Nuovo Telescopio'' a.k.a. ``Columbus Lite''

If the ``Columbus Classic'' telescope design had any weak points, one of them was the large amount of trusswork required to stiffen all the attachment points around the top of the telescope. In an attempt to reduce the mass and increase the performance, Arcetri has designed a new telescope which eliminates much of the trusswork and concentrates the steel in the center of the telescope. In Italy this design is known as ``nuovo telescopio'' while I have named it ``Columbus Lite'' because it should have ``less superstructure and better seeing'' (apologies to Miller Brewing). This telescope design accommodates all the same focal stations and configurations as the previous one (allowing for the changes made at this meeting). The significant non-structural change is that secondaries and tertiaries are interchanged by swingarms rather than trolleys.

View Figure 7 here

3.4.2 Spiders

The thickness of the spider vanes in our ``structural'' spiders is limited by the local moment-of-inertia required to eliminate buckling and low frequency local modes (assuming we have already abandoned tensioned spiders). Piero Salinari has then made the argument that structural spiders should be one-sided in order to get the maximum moment of inertia for a given obscuration. Lateral vibrational modes prevent you from carrying this line of reasoning to a single post. Ciro ``spider man'' DelVecchio has been busy designing spiders that only attach on one side of the secondary mirror. Cross-braces have been used to keep the lateral frequencies high. These braces make unusual diffraction patterns, but the total obscuration seems to be lower than in the old two-sided designs. Diffraction modelling shows that the Strehl ratio decreases at twice the rate the obscuration increases. Therefore, a small decrease in obstruction can easily compensate for a less regular diffraction pattern. The problem with the one-sided spiders is that the connection to the telescope structure becomes more difficult. The spider design effort is an on-going task while iterating with the overall telescope structure and the optical design.

View Figure 8 here

3.4.3 Structural Analysis

Riccardo Gatti presented preliminary finite element results of the revised telescope structure. There are still some problem areas in the detailed model, but the results seem to confirm that the resonant frequency is substantially higher (2 -- 3 Hz) than the same mass of steel in the old model. The lowest eigenfrequency of the elevation structure was 9.2 Hz and the total elevation mass including mirrors and instruments was 329 tons.

Several attempts have been made to reduce the radius of the C-rings from 7 meters to 6 meters. These have not yet been successful, but there is a possible weight savings of 25 tons if the structure can be modified in this way.

View Figure 9 here

3.5 Enclosure and Equipment Handling

The enclosure design has changed in several significant ways. First, the 50 ton elevator which was previously planned for handling mirrors and spiders and instruments was looking rather expensive. Second, the revised telescope design no longer permits moving things on trolleys. Therefore, we have revised the handling concept to use an overhead crane in concert with the swingarms. The crane will lower things to the ground through a large (4 x 10 m) hatch in the floor. This hatch in front of the telescope makes the rotating building deeper, but allows us to make better structural use of the building end walls. Changeovers will be simpler to do in bad weather since everything is inside. The large elevator is removed, but we still retain large obstructed openings in the end walls for ventilation. The building will still contain a 2 x 2 m elevator for people and small equipment. The aluminizing bell jar and coating removal stations will now be two separate modules that fit through the floor hatch. The ground floor layout will be revised to accommodate crane handling as well. Roger Angel has pointed out that the ground floor may actually be below present mountain grade. The details depend on which site is selected and how the bedrock looks.

View Figure 10 here

4. Administrative Summary

On Monday July 20, 1992, P. Salinari and J. Hill met to review the results of the engineering meeting and to evaluate how the technical aspects of the project stand with respect to the management and schedule aspects. We reviewed the schedule for the next 9 months as well as the long term schedule. The long term schedule is equally paced by the telescope, the enclosure and the primary optics. Some financial hurdles still remain to be crossed before the detailed design and construction of the telescope can proceed at maximum pace.

4.1 Optics

Based on the discussions at this meeting, we have set a goal to finalize and freeze the optical designs for all focal stations by the end of October 1992. A number of cost and performance tradeoffs remain to be done, but the overall picture is encouraging from the perspectives of both cost and performance. The primary mirror dimensions are completely fixed except for some minor tweakings of the honeycomb pattern near the edge of the mirror. The three outstanding optical issues (not counting instruments) are:

Work on these issues is now underway in Arizona, Italy and Ohio. See the discussion in an earlier section.

4.2 Primary Mirror

The Mirror Lab will cast the Magellan 6.5m mirror in April 1993. The exact schedule for the first Columbus primary mirror remains slightly uncertain because of possible Gemini 8m commitments by the Mirror Lab. Prompt funding of either or preferably both projects is the best way to avoid schedule delays. The only way that Gemini would adversely affect the Columbus schedule would be to delay a funding decision into 1993 while still maintaining the third spot in the queue. If either Gemini or Columbus is able to make a cash commitment by the end of 1992 (and thereby form a queue), then the Mirror Lab will be able to proceed in an efficient manner without delay.

4.3 Telescope

The major activity on the telescope design front is to complete the design of the ``new'' or ``lite'' telescope and the comparison with the old design. The preliminary results indicate that the new structure will substantially out perform the old structure (which was already world-class) without increasing the cost. It appears that we will gain 2 or 3 Hz in resonant frequency without increasing the mass. The design of the swing arms to exchange the secondary and tertiary mirrors still requires considerable attention, but the early results look good. After the optics have been frozen and reviewed, we will finalize the telescope design decisions in November 1992. We expect to have another conceptual review of the telescope design in Tucson in January 1993. Conceptual review is somewhat of an understatement since we are already well into the detailed design of the overall system. We would like to have the detailed design completed and to select a contractor in the Fall of 1993. This should enable the telescope to be erected in the Fall of 1996. First light would then be in late 1997.

4.4 Enclosure and Site

The enclosure design is well under control, but will not be completed until all the telescope and handling issues have been resolved. Our goal is to select an architect and proceed with detailed design of the enclosure starting in the Spring of 1993. We also need to obtain Forest Service approval of the detailed site selection by the Summer of 1993.

4.5 Aluminizing

We are very confident of our conceptual design of the primary coating systems. We are currently in need of resources to continue some experiments which are needed before we can complete the detailed design. Experiments are planned for Bologna and Ohio and Arizona.

4.6 Instruments

Instrumentation development is nearly at a standstill until the required additional funds and/or partner institutions can be obtained.

4.7 Budget and Schedule

Our current understanding is that the Columbus Corporation will be formed in September 1992. On the Arizona side, that should clear the way for the sale of the bonds to proceed. From the technical perspective, we need to have substantial cash available in early 1993 in order to avoid any future schedule slippage. Somewhere between $3 and 4 million are needed in calendar 1993. Actual cash rather than simply commitment is required so that we may proceed with hiring a project manager and an architect and with entering the Mirror Lab queue. We need approximately $150K in Arizona and $400K in Italy to complete the tasks planned for calendar 1992 without causing further schedule delays. Details are provided in the project schedule, budget and financial plan coordinated by A. Lampis. We anticipate needing ``duty-free'' legislation by January 1994. The complete two-shooter can be built most efficiently by having the funding from the final partner beginning in Spring 1994.

5 Post Meeting Progress

5.1 Optics

This section still has a stream-of-consciousness style --- actually stream-of-email style. It is intended to be current through the end of August 1992.

5.1.1 Beam Combination

Everybody and his uncle has been designing 5-mirror beam combiner layouts. Bruce Atwood and Paul Byard have found a geometric solution that works, except that it has not (yet) been optimized to produce acceptable images over a substantial field. Jim Burge found another similar solution, but the Zemax optimizer choked on it. J. Hill and R. Angel have been working on codes to attack the problem analytically.

People didn't object to 5 mirrors, especially if the fourth and fifth mirrors can be cooled inside a sealed tank. The ``OSU'' solution clearly demonstrates that geometric solutions are possible. Now we have to decide if we can put in practical aspheres to create sharp images. I also note that the possible combiner geometries are seriously limited by reimaging to F/33. A faster geometry combined with control of focal plane tilt could allow more flexible placement of the fold flats. Don McCarthy will think more about the constraints on the combined focal ratio. The high beam combiner mirrors (currently just below the Gregorian secondaries) present some structural difficulties, but they need to be fairly high to get an unvignetted field.

In the five mirror combiner, the height of M5 is limited by the magnification from f/15 to the final f/ratio, not by the field size or the crotch height. The best I can do for nominal f/15 focal position and 2 meters extra for the combined focus is f/25.

The magnification puts the limit on the beam combiner height. But, the motivation for F/33 was to keep the tilted focal planes in phase. But since reimaging retilts the focal planes, that whole constraint has changed. AND, if we assume the exit pupil hasn't moved (obviously false), then we also need a high beam combiner to keep 4 or 5 arcminutes of unvignetted field. So now we should re-evaluate focal plane tilt and vignetting in the reimaged case.

5.1.2 Wide Field Correctors

Wide Field Corrector) Both Epps and Byard have produced workable designs near F/4. These are acceptable, but not as good as Bonaccini's best F/5 result. The Epps version gives 0.3 arcsec rms image diameters over 50 arcminutes with one aspheric surface. This gives me confidence that the final solution can be even better. Now we need someone to layout hardware around these optics and verify that the corrector plus instrument plus rotator plus spider don't make the obstruction too large.

This is viewed favorably by everyone with the two caveats:

  1. that we can optimize the images a little bit better.
  2. that we can work out a suitable mechanical solution, including proving human access to the instrument for setup/debugging.

5.1.3 Gregorian F/15

Our thinking seems to be evolving toward taking advantage of the Gregorian's testability and other operational advantages rather than its larger isoplanatic patch.