Calculating the Beam Position at the Ecal for DESY Run 230101 (Independent of Tracking) Hakan Yilmaz.

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Presentation transcript:

Calculating the Beam Position at the Ecal for DESY Run (Independent of Tracking) Hakan Yilmaz

Outline Motivation is to use Ecal calculated beam position as a cross-check for the track calculated position Method is to compare S-curve of barycentred Ecal hits, per event, with a Gaussian cdf (cumulative distribution function—related to erf(x) ). Can then correct barycentre per event and iterate the procedure with the aim of converging to true mean beam position and RMS

Initial Distributions Threshold cut at 0.5 mips Use the range mips The distribution is different from George’s (presented last week). Seems to be scaled

Barycentre distributions Cut tails off of barycentre distributions to concentrate on peaks— cut on about 2σ Get initial values for mean and sigma of the distributions

Method Assume true beam position is Gaussian at Ecal Blue curve is the integrated value of a gaussian from -infinity to x (scaled to number of events in run) Red curve is the equivalent for barycentre of Ecal hit distribution Expect red curve to wiggle in and out of blue curve due to discrete Ecal hit points (staggering in x is a complication) For a given y-axis value, can look at difference between Gaus cdf and integrated barycentre… Blue = Gaus cdf Red = Integrated barycentre

Method Expect the wiggle to give something which looks like a sine curve Can then parametrise this curve and re-process run with barycentre correction in order to smooth out peaks into expected Gaussian Can then fit a Gaussian to barycentre distribution as before and use new parameter values Iterate until convergence

Results After a few iterations both x and y can be seen to fit the blue curve well This means the mean and sigma of the Gaussian are close to correct

Results These distributions are very sensitive to changes in the Gaussian parameters Staggering in x makes measurement of the amplitude tricky— parallel lines show ~0.11mm y is easier—0.9 mm is a good estimate Can also measure offset and period

Results Reprocessing gives converged results Correction can be seen to be very effective in y, especially Final values in x: –Mean = 2.9mm –Sigma = 7.9mm In y: –Mean = 50.0mm –Sigma = 5.9mm Agreement with tracking to within 50 microns!

Comparison slide Above = before correction; Below=after correction