ground vibration problems at the light sources€¦ · sushil sharma gm2000 november 6, 2000...
TRANSCRIPT
Sushil Sharma GM2000
November 6, 2000
GROUND VIBRATION PROBLEMS AT THE LIGHT SOURCES
S. Sharma, C. Doose (APS)
and
G. Portmann (ALS)
L. Zhang (ESRF)
K. Tsumaki (SPRING-8)
D. J. Wang (SRRC)
OUTLINE
• Vibrational Stability Requirements
• Ground Vibrations at Light Sources
• Magnet Vibrations
• Girder Design and Viscoelastic Damping
• Vibrations and Beam Motion
• Summary
Sushil Sharma GM2000
November 6, 2000
VIBRATIONAL STABILITY REQUIREMENTS
PRESENT GOAL:
• Beam motion to be within 10% of the beam size (5% at APS).
��∆∆∆∆X (beam) ≈≈≈≈ 10 – 25 µµµµm (rms)
��∆∆∆∆Y (beam) ≈≈≈≈ 1 – 5 µµµµm (rms)
• Beam optics magnification
• Budget for vibrations
��ALS - ∆∆∆∆X (magnet) < 0.1 µµµµm (0.1 Hz to 1 kHz)
��APS - ∆∆∆∆X (magnet) ≤≤≤≤ 0.11 µµµµm (4 – 50 Hz) ��ESRF - Reduce Q (50) by a factor of 5
��SPRING-8 - No specific requirement
��SRRC - No specific requirement
• FUTURE GOAL :
��Sub-micron beam stability
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
0 10 20 30 40 50
APS_Sector12 (25 nm)ALS_Sector4 (16 nm)ESRF_C22/G30 (30 nm)SPRING-8_C28 (25 nm)SRRC_R6Q2 (73 nm)
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
PSD - Horizontal Ground Motion
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
0 10 20 30 40 50
ALS (20 nm)ESRF (96 nm)SPRING-8 (25 nm)
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
PSD - Vertical Ground Motion
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
0 20 40 60 80 100
ALS_Sector4ESRF_C22/G30SPRING-8_C28
close to Cell 28 Machine room
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)PSD - Vertical Ground Motion
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
100
0 10 20 30 40 50
Quad_41f (201 nm)Floor_Sector4 (16 nm)
Source: G. Portmann
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)ALS
Horizontal Motion Spectra
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
100
0 10 20 30 40 50
Quad_AQ4_Sector12_d (51 nm)Floor_Sector12_d (25 nm))Quad_AQ4_Sector2_nd (291 nm) Floor_Sector2_nd (37 nm)
Note: Sector 2 near shutdown actvities (Oct.,00)
d: damped; nd: undamped
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)APS
Horizontal Motion Spectra - Sectors 2,12
Sushil Sharma GM2000
November 6, 2000
10-9
10-7
10-5
10-3
0 10 20 30 40 50
Quad_nd (102 nm)Floor_nd (47 nm)Quad_d (40 nm)Floor_d (30 nm)
d: damped; nd: undamped
Source: L. Zhang
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
ESRF Horizontal Motion Spectra - Cell22/G30
Sushil Sharma GM2000
November 6, 2000
10-9
10-7
10-5
10-3
10-1
0 10 20 30 40 50
Magnet_Q5_C28 (48 nm)Floor_C28 (25 nm)
Source: K. Tsumaki
Frequency (Hz)
Dis
pla
cem
ent,
PS
D (
µµ µµ m2 /H
z)SPRING-8
Horizontal Motion Spectra - Cell 28
Sushil Sharma GM2000
November 6, 2000
10-11
10-8
10-5
10-2
101
0 10 20 30 40 50
Quad_R5Q2_nd (126 nm)Floor_R5Q2_nd (71 nm)Quad_R6Q2_d (92 nm)Floor_R6Q2_d (73 nm)
d:damped; nd: undamped
Source: D.J. Wang
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
SRRCHorizontal Motion Spectra - R5Q2/R6Q2
Sushil Sharma GM2000
November 6, 2000
Horizontal Motion Band Power (2-50 Hz) and Band Power Amplification
Floor (nm) Quad (nm) Facility
Undamp. Damp. Undamp. Damp.
Amp. Undamped
Amp. Damped
ALS 16 201 12.6
APS 37 (1) 25 291 (1) 51 7.9 2.0
ESRF 47 (2) 30 102 40 2.2 1.3
SPRING-8 25 (3) 48 (3) 1.9
SRRC 71 (3) 73 126 92 1.8 1.3
Notes:
(1) Location close to shutdown activities.
(2) Vacuum pumping operation during vibration tests.
(3) Location close to mechanical equipment room.
Sushil Sharma GM2000
November 6, 2000
10-10
10-8
10-6
10-4
10-2
100
0 10 20 30 40 50
Quad_41f (47 nm)Floor_Sector4 (20 nm)
Source: G. Portmann
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
ALSVertical Motion Spectra
Sushil Sharma GM2000
November 6, 2000
APS Girder Assembly
High Q: • Narrow width
• No mid-point support • Long lever arm for torsional mode
Sushil Sharma GM2000
November 6, 2000
ESRF Girder Assembly
(Source: L. Zhang)
• Mid-point support
• Damping pads in lateral shear
Sushil Sharma GM2000
November 6, 2000
Viscoelastic Damping
• Viscoelastic materials (VEMs) absorb vibrational energy by high (up
to 100%) cyclic shear strain. The damping pads are most effective when installed in high shear strain regions.
• Damping pads can reduce ‘Q’ by one order of magnitude.
• Several VEMs tested at the APS showed high creep and radiation
resistance.
• The damping pads are inexpensive, and can be installed as retrofit without breaking vacuum connections.
Sushil Sharma GM2000
November 6, 2000
Vibrations and Beam Motion
APS Beam Stability Performance to Date (5/98) (Source: Glenn Decker)
Frequency Band
Horizontal Motion
∆X (microns rms) Vertical Motion
∆Y (microns rms) Limitations
Low
Frequency Drift (1.E-06 – 0.017 Hz)
< σ(x) 2.5 to 20
Electronics Intensity Dependence, Mechanical and
Electrical Thermal Effects, RFBPM Bunch Pattern
Dependence, IDXBPM stray radiation
Jitter (.017 – 30 Hz) <4.5, or 1.3% σ(x) <1.8, or 10% σ(y)
High Bandwidth Corrector Availability, IDXBPM stray radiation, [Vibrations]
High Frequency
(30 – 500 Hz) < 12.4 < 7.5
Power Supply, RF Voltage Stability
[Vibrations] Very High Frequency
(0.5 – 135 kHz) 5 6
RF Voltage Stability, Multibunch Instabilities
Broadband Total
14.1 + drift 10.1 to 22.3 Long Term Drift
Beam sizes σ(x) = 335 µm, σ (y)= 18 µm @ 1% coupling
Sushil Sharma – GM2000 – November 6, 2000
Sushil Sharma GM2000
November 6, 2000
10-10
10-7
10-4
10-1
102
0 10 20 30 40 50
BPM91H (2.69 µµµµm)Quad_41f (0. 20 µµµµm)
Source: G. Portmann
Frequency (Hz)
Dis
pla
cem
ent
PS
D (
µµ µµ m2 /H
z)
ALSHorizontal Beam/Quad Motions
Sushil Sharma GM2000
November 6, 2000
Vibrations and Beam Motion (contd.)
• ALS: 1 to 3 µµµµm due to ground vibration (0.1 to 300 Hz)
• ESRF:
• SPRING-8:
��No effect on horizontal beam size. ��Effect on vertical beam size is being
determined.
• SRRC: No obvious relation.
Sushil Sharma GM2000
November 6, 2000
SUMMARY BEAM STABILITY (> 2 Hz) For Present Stability Goal (5-10% beam size):
• Vibration problems have been (or can be) addressed by optimizing girder designs, using damping pads and isolating vibrations from mechanical equipment.