recent bth west vibration study for lcls-ii

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Recent BTH West Vibration Study for LCLS-II James L. Turner and Alev Ibrahimov February 07, 2012

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Recent BTH West Vibration Study for LCLS-II. James L. Turner and Alev Ibrahimov February 07, 2012. Vibration Issues. Undesired electron beam motion can come from Quadrupole motion. - PowerPoint PPT Presentation

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Page 1: Recent BTH West Vibration Study for LCLS-II

Recent BTH West Vibration Study for LCLS-II

James L. Turner and Alev IbrahimovFebruary 07, 2012

Page 2: Recent BTH West Vibration Study for LCLS-II

Vibration Issues

• Undesired electron beam motion can come from Quadrupole motion.– Quadrupoles in the main Linac – OK in vertical with

clamps from SLC era. Horizontal fix done for LCLS-I through AIP.

– Quadrupoles in the LTU – Both planes better than specified in LCLS-I vibration budget.

Page 3: Recent BTH West Vibration Study for LCLS-II

Vibration DocumentsQuadrupole Vibration PRD

Page 4: Recent BTH West Vibration Study for LCLS-II

LTU Quadrupole Vibration

• Before installation, tests were done with one completed assembly of each type (engineering note EN-ESC-000-001).

• The destination site (BTH) floor was measured with no conventional facilities installed

• After installation, all were measured in situ and bolt torques needed to be revisited to get them to design torque.

• All LTU quadrupole vibration with facilities on were better than specified type (engineering note EN-ESC-000-003).

Page 5: Recent BTH West Vibration Study for LCLS-II

LTU QDL33 Vertical On top of quad 4-100Hz 7nm

Top plot is power spectral density from 4-100 Hz

Bottom integrated psd.

Page 6: Recent BTH West Vibration Study for LCLS-II

LTU QDL33 on top measurement Horizontal impulse

Damping time <1s fundamental at ~35Hz.

Page 7: Recent BTH West Vibration Study for LCLS-II

Measurement System• The vibration measurement system consisted of Sercel geophones

(horizontal and vertical), a National Instruments interface system comprised of an NI SCC-68 68-pin terminal block with SCC expansion slots, 2 SCC-ACC01 1 channel accelerometer input modules, SHC68-68-EP Shielded cable 2 meter, and DAQ Card-6036E Multifunction DAQ plugged into a Dell Latitude laptop running MATLAB with the “Data Acquisition Toolbox”.

• The system had been cross-calibrated with another SLAC system using LABVIEW (thanks to Andrei Seryi), and up to 40Hz with a laser tracker thanks to Mark Petree and Georg Gassner.

Page 8: Recent BTH West Vibration Study for LCLS-II

Some reference points

This section from MUON shield is not visible. It’s covered now

This is the line where the covered MUON section begins

This is end of MUON shield and LTU beginning

Page 9: Recent BTH West Vibration Study for LCLS-II

Some reference points

Measurement points: at 67 feet, 167 feet, and 286 feet from beginning of BTH

Page 10: Recent BTH West Vibration Study for LCLS-II

About the Measurements...

• Measurements were made of the horizontal N/S, horizontal E/W, and vertical spectrum on the top of the BTH West. Data are plotted and integrated between 4 and 100 Hertz. There is instrument fall-off above 40 Hertz not taken into account, so numbers derived from data above 40 Hertz are underestimated.

Page 11: Recent BTH West Vibration Study for LCLS-II

The Instruments

• Channel 1 in all cases is vertical, channel 2 is horizontal north/south, and channel 3 is horizontal east/west along the beam travel axis. Channel 4 is a piezo-base accelerometer oriented to supplement the vertical geophone.

Page 12: Recent BTH West Vibration Study for LCLS-II

Measurement locations

• Measurements in center of blocks and on the south “rail” atop the south wall.

Page 13: Recent BTH West Vibration Study for LCLS-II

Measurement locations• Midway and at the

east end near the headhouse

Page 14: Recent BTH West Vibration Study for LCLS-II

Time Series

• Time series to identify data sets perturbed by impulses from workers somewhat nearby. 2 minute sets had least perturbations.

Page 15: Recent BTH West Vibration Study for LCLS-II

Vertical PSD Mid-Block at 67’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 16: Recent BTH West Vibration Study for LCLS-II

Vertical PSD on South Wall at 67’

• South rail power spectral density and integrated PSD plots from 4-100Hz

Page 17: Recent BTH West Vibration Study for LCLS-II

Vertical PSD Mid-Block at 167’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 18: Recent BTH West Vibration Study for LCLS-II

Vertical PSD Mid-Block at 167’

• Mid Block power spectral density and integrated PSD plots from 10-100Hz from Accelerometer.

Page 19: Recent BTH West Vibration Study for LCLS-II

Vertical PSD on South Wall at 167’

• South rail power spectral density and integrated PSD plots from 4-100Hz

Page 20: Recent BTH West Vibration Study for LCLS-II

Vertical PSD Mid-Block at 286’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 21: Recent BTH West Vibration Study for LCLS-II

Vertical PSD on South Wall at 286’

• South rail power spectral density and integrated PSD plots from 4-100Hz

Page 22: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD Mid-Block at 67’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 23: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD South Wall at 67’

• South Wall power spectral density and integrated PSD plots from 4-100Hz

Page 24: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD Mid-Block at 167’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 25: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD South Wall at 167’

• South Wall power spectral density and integrated PSD plots from 4-100Hz

Page 26: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD Mid-Block at 286’

• Mid Block power spectral density and integrated PSD plots from 4-100Hz

Page 27: Recent BTH West Vibration Study for LCLS-II

Horizontal PSD South Wall at 286’

• South Wall power spectral density and integrated PSD plots from 4-100Hz

Page 28: Recent BTH West Vibration Study for LCLS-II

Data SummaryData from4-100Hzand dominant frequency

67 feet from BTH beginMid-Block

67’ On rail atop south wall

167’ Mid-Block

167’Rail

286’Mid-Block

286’Rail

Vertical

19.5nm 8.5nm25.3/29.4nm

(30-40Hz)18.5/19.8nm(30,40,60Hz)

21.8/22.1nm(60Hz)

11.7/18.9nm(60Hz)

Horizontal(N/S)

15.1nm 7.1nm13.1/18nm(30,60Hz) 13/13.6nm 18.7/18.9nm

14.9/15nm(27-32Hz)

Longitudinal

11.1nm 5.1nm 19.7Hz 8.5/9.9nm 11.1/10.2nm 7.4/9.6nmVertical Acc.10-100Hz

21nm - 23nm 12.2/11.9nm

Page 29: Recent BTH West Vibration Study for LCLS-II

Summary• Vibration budget needs to be different that LCLS-I.

Page 30: Recent BTH West Vibration Study for LCLS-II

Linac LI22 Q801 Horizontal Motion

Quadrupole LI22 801 from 4-100 Hertz.

Without this fix, you may have up to a micron in the horizontal in the Linac.