Implications of Wind Testing Results on the GSMT Control Systems David R. Smith MERLAB, P.C. Hierarchical Approach • If errors can be arranged hierarchically, then the control system can be as well. • Large, high payload, long stroke systems can be slow and less precise. • Higher bandwidth systems can be smaller stroke and capacity. Hierarchical Approach (cont.) • Keeping high-bandwidth control on smaller systems eliminates control-structure interactions. • Intent is to keep cost/risk low by combining simpler and more standard control systems and components. Errors • Large, slow errors (m-mm, <0.01-0.1 Hz) – – – – Gravity Thermal Mechanical misalignments Wind • Medium-sized, rate (<~10 m, <~10 Hz) – Wind – Vibrations • Small, fast errors (<1 m, >~10 Hz) – Wind – Vibrations – Atmosphere Controllers (example) • • • • • • • Main Axis M1 Gross/Fine Position M1 Segment warping M2 Positioner M2 Fast tip/tilt/position M2 Deformation Downstream AO Assumptions • • • • Most systems don’t interact Separated physically and in bandwidth Final image corrected by AO Each previous system used to offload mean positions. – E.g., M2 offloads AO to ~5 Hz – M1 fine offloads M2 to ~1 Hz – M1 gross offloads M1 fine to ~0.001 Hz Assumptions (cont.) • Separability of systems has limits – Motion of slow systems may induce vibrations – Some systems are partially redundant, so must ‘agree’ on how to remove certain errors (e.g., pointing) • Some systems can’t avoid interaction – M2 fast positioner Assumptions (cont.) • Input must allow hierarchical approach • Roll-off of errors must allow separation of high-bandwidth control from large structures. • Wind is a key unknown – Magnitude of errors – Frequency content Wind Data • Gemini South 8m (Optical) – Structural (modal and operating) – Pressure on primary – Wind speed (on structure and dome) • Nobeyama 45m (mm-Wave) – On-sky pointing – Structural (operating) – Controller Gemini Data • First round data (CD produced) – – – – Modal Test Operating Data Wind pressures DOE results • Second round data (analysis beginning) – Wind speed and pressure only – Better coverage of parameter space Nobeyama Data • Goal was to investigate pointing – Pointing data analyzed – Structural data quick-look only • Deformations relevant to GSMT – Similar size – Similar natural frequencies Wind Effects • Generally assumed to be low frequency – For 10m/s wind at 10m height • Davenport Spectrum peaks at ~0.01 Hz • Antoniou spectrum peaks at ~0.1 Hz • Roll-off is slow – Slope of -2/3 in typical approach to plotting • Vortex generation from structure • All frequencies are affected Wind Effects (cont.) • All structural frequencies excited • Amplitude drops as 1/² • If a specific mode isn’t driven by a vortex, then deformations are unimportant above some frequency. Nobeyama Results • Deformation of the primary – Motion normal to surface – Rigid body tilt removed • Motion of the secondary – X,Y,Z of typical point Conditions of Tests • Parked, calm (<2 m/s wind) – Benchmark case • Tracking, calm – Effects of controller and motion • Parked, windy (6-8 m/s) – Effects of wind • No data tracking in wind Deformations of the Primary • Raw acceleration signal • Removal of rigid body tilt • Comparison of RMS deformation at/above a given frequency Parked Telescope, Calm Wind Tracking Telescope, Calm Wind Parked Telescope, Wind 6-8m/s RMS Comparison Implications: Primary • Total RMS error can be 10’s of microns • Tracking is as important as wind – Hydrostatic bearings – Motion planning essential • After ~3-4 Hz, residual is <1 m – Control of M1 would interact with structure – Low spatial frequency errors: M2 correction Motion of the Secondary • Accelerations in X, Y, Z • RMS comparisons at/above a given frequency (X, Y, Z) Parked Telescope, Calm Wind Tracking Telescope, Calm Wind Parked Telescope, Wind 6-8m/s RMS Comparison, X RMS Comparison, Y RMS Comparison, Z Implications: Secondary • • • • • Twist motions much smaller Tracking and wind cause same scale errors Lateral and focus/tilt motions: 10’s of m Most effects (>1m) below 3 Hz M2 probably must correct ~3Hz effects – Deformation – Position/tilt – Implies interaction with structure Conclusions • • • • Data indicate likely size of errors Frequency range includes structural modes Seems to support hierarchical approach Interaction problem at M2