From loveless@wishep.physics.wisc.eduMon May 8 17:48:22 2000 Date: Mon, 08 May 2000 17:31:53 -0600 From: loveless@wishep.physics.wisc.edu To: leer@physics.purdue.edu, riterry@lynx.dac.neu.edu, evg@neu.edu, loveless@wishep.physics.wisc.edu, lusin@wishep.physics.wisc.edu, jhm@neu.edu, maeshima@fnal.gov, deartly@fnal.gov Subject: thoughts of a run plan to the ISR Hello, At the alignment meeting today it was difficult for me to understand what we need to do at the ISR to verify that our alignment system is working well. So I am writing down a set of steps that seem necessary for the ISR test. It is possible, of course, to view the steps in a different order but since the data is all the same, we should get the same result. I will skip over some details assuming we all know the steps involved. If things are not clear, please let me know. And please let me know if there are other tests/measurements to make. ISR Run Plan (proposed) 1) Set up all equipment according to the ISR drawing. 2) Make sure all equipment is operational. 3) Adjust the sensor locations so all sensors give good signals and are roughly in the middle of their range. 4) Once these conditions are satisfied, take the photogrammetry pictures and work out the locations of all the photog targets. 5) Calculate axial line Here we can start with the laser line as defined by the MAB and then compare to the photog measurements. Or you can start with the photog locations of the sensors and calculate the residuals for the line. Either way you should get the same answer. I am starting with the MAB data. * Define this line with x,y,z points on each of the MABs. This results in a 3 dimensional line in space. * Using this 3D line and the data from each sensor (including the z location from the z link readout), position each of the sensors along this line. * For each sensor calculate the 3D location of each of the photog targets. * Compare with the photog measurements and compute a chi square (or a set of residuals). * Using the photog measurements to define the sensor locations, calculate the best fit axial line. 6) Calculate the SLM line Here we start with the drawing/calibration of the transfer plate and the known axial line. Using this information and the data from the SLM sensors, position these sensors on an SLM line projected from the transfer plate. Then compare with the photog measurements. * Use the definition of the axial laser line and the drawing (or calibration) of the transfer plate to project a 3D SLM laser line. Get the equation of this SLM line in 3D. * Using this 3D SLM line and the data from the SLM sensors (readout x-y data as well as the data from the radial sensors) to locate each SLM sensor in 3D along the SLM line. * For each sensor calculate the 3D location of each of the photog targets. * Compare with the photog measurements and compute a chi square (or a set of residuals). * It is likely that the SLM line as projected is not very good. We should refine it using the photog measurements and get a best fit SLM line. Using this information we can check the calibration of the transfer plate. 7) Can we use the "other" SLM in the opposite direction to check this line? 8) Once the best fit axial line and the SLM line are defined, we should calculate the angle between them and compare to the calibration of the transfer plate. 9) Understand how "real" life will work. In "real" life there will not be any photog measurements that we can rely on. The disks will have moved, the floor will have shifted, etc. How sensitive are we to errors? In point 5 if the MAB data is wrong, the 3D line is wrong. How can we recover? Can we tell if the MAB data is wrong? Can we define an axial line if the MAB data is missing (without photog measurements)? 10) Once the best fit lines are determined we should run the system for a lengthy period to look at stability and reliability of the data. 11) Develop a database for storing all the information and interface this database to the software analysis. This should be done in collaboration with the link and the barrel groups so we can define a consistent database. 12) Once the system is operating smoothly we should perturb elements and determine how to make the system more robust. In "real" life, of course, there are 6 axial lines and we can cross check. What can we do at the ISR test to verify the axial line? There are other goals and tasks which Jorge has described in his memo. And this list of tasks can be made more detailed. I would appreciate if people could provide feedback on the details of this outline. Cheers, Dick