Straightness evaluation for the 206-m-long part of the KEK ......1 Introduction Contents....
Transcript of Straightness evaluation for the 206-m-long part of the KEK ......1 Introduction Contents....
International Workshops on Accelerator Alignment (IWAA) 2012, Sep. 13
Straightness evaluation for the 206-m-long part of the KEK electron/positron linac
using inclinometersg
Tatsuya Kume1, Eiki Okuyama2, Masanori Satoh1, Tsuyoshi Suwada1
and Kazuro Furukawa1
1: High Energy Accelerator Research Organization (KEK),Oho 1-1 Tsukuba Ibaraki Japan 305-0801Oho 1-1, Tsukuba, Ibaraki, Japan 305-0801,
2: Faculty of Engineering and Resource Science, Akita University,1-1 Tegata gakuen-machi, Akita, 010-8502.
TargetEvaluate aligning straightness of linear particle accelerators (Linacs) for distance of several 100 m with accuracy of better than 1 mm
1 Introduction
Contents1. Introduction
•Straightness evaluation using an inclinometer
2. Demonstration• 71-m-long (single accelerator sector) straightness evaluation with a
straight barstraight bar• 206-m-long (multi accelerator sectors) straightness evaluation with a
straight bar and offset bars
3. Conclusion
Straightness evaluation using an inclinometerNot affected by transferring locus (= error in the scanning straightness)Not affected by transferring locus ( error in the scanning straightness)
⇒ Advantageous for long distance evaluation
Straightness:
1
1
n
xshxf
h1:Arbitrary straightness of th t t i t
1
1i
in xshxf
the start point,si: Sampling interval, (si=s)(xi): Measured tangential
angle,g ,n: Number of measurements
Error propagated to the straightness:
s: Error in the sampling interval: si,
sxn
ii
n
iisf
1
22
1
22
s p g i,: Error in the measured tangential angle,l: Measurement distance, (l=s×n)
ls (In case (xi)≒0⇒quasi-straight object)
Application to the KEK e-/e+ Linac Aligning straightness to be evaluated
Straight bar⇒Ensures continuity of⇒Ensures continuity of
aligning straightnessContact foot⇒Reduces affect of plate
shape and roughness
•Spatial low pass filterSpatial low pass filter•Reduce affects of positioning error in evaluation
Gravity referenced precise electric inclinometer (Talyvel 4)inclinometer (Talyvel 4)
Angle detector Controller
【 Acknowledgement 】•Range: ±3 mrad (±600 sec ),•Resolution: 0.5 rad (0.1 sec ),•Accuracy: 0.2 sec±3%-definition
【 Acknowledgement 】Authors thank Yukinori Kobayashi and
members of the Accelerator Division 7in Accelerator Laboratory in KEK andM hi K t h f I tit t f M l lMasahiro Katoh of Institute of MolecularScience for providing us Talyvel 4.
Straightness evaluation for the KEK e-/e+ Linacusing an inclinometer and a straight barusing an inclinometer and a straight bar
Inclinometer (Angle detector)
Cross-section of the straight bar
Straight bar
Straight bar made of 3-mm-tick Al t l i (1990 2306 lrectangular pipe (1990~2306-mm-long,
50-mm-wide, and 25-mm-high)Foot made of 2-mm-tick glass plate
(=optical parallel- = 633 nm) ( opt ca pa a e 633 )with area of 50×50 mm
Reversal measurementEliminate offset of the angle measurement system
Off t f th t d b
Eliminate offset of the angle measurement system (= Inclinometer + Straight bar + Pair of contact feet)
Offset of the system:o caused byOffset of the inclinometer,Shape error of the bar(i l di th h i ht diff b t th
mBefore
Straight barInclinometer
(including the height difference between the pair of the contact feet),Deformation of the bar
o
can be eliminated by
r
After
Contact foot
2nmr
:Angle to be measured
n
o r, :Angle to be measured,o :Offset of the system,m=r+0 :Measurement before reverse,n =-r+0 :Measurement after reverse
r
Effect of the reversal measurementsThe offset angles:0
is comparable to th l l
1
2
]
the slope angles: r .
-1
0
vera
ge [
mra
d
Slope
Offsets must be eliminated-3
-2
0 10 20 30 40 50 60 70
Av
P iti [ ]
Offset
Standard deviations of the slope angles
are smaller than those of the
Position [m]
20
are smaller than those of the offset angles
10
15
quen
cy
Slope Offset
Fluctuations of the offset angles (⇒drift)
are also reduced0
5
Fre
are also reduced.00 5 10 15 20 25 30 35 40 45 50
Standard deviation [rad]
Evaluation results for the 71 m long part of the sector C
1
10
the 71-m-long part of the sector C49 m-max 26 m-avg
1
0
htne
ss [m
m]
5
10
quen
cy
-2
-1
Stra
igh
Inclinometer
Telescope
Laser0
0 5 10 15 20 25 30 35 40 45 50
Freq
1 mm
-30 10 20 30 40 50 60 70
Position [m]
0 5 10 15 20 25 30 35 40 45 50
Standard deviation [m]Distance: 71 m
Histogram of the standard [ ]
Comparison between the other methods,“Laser” stands for the results by our laser alignment system
gdeviations for each position
•Agreed with the two results within sub-mm.•Straightness can be evaluated with standard deviations of 26 m-avg, and 49 m-max.and 49 m max.
*The earth curvature was compensated considering the earth as a sphere with a radius of 6371 km for the result by the inclinometer.
Error estimation1,000
• 0.6 mm-2 for 500 m ⇒Can be adopted for evaluating the KEK linac
300 m20
100raig
htne
ss [m
] 300 m
10
15
Freq
uenc
y 9.2 rad-avg
Erro
r in
the s
tr
0
5
0 5 10 15 20 25 30 35 40 45 50
F
101 10 100 1,000
Measurement distance l [m]500 m
Error propagated to the straightness
Standard deviation [rad]
Histogram of the standard deviations for the derived slope angles
Error propagated to the straightness:
lsf
Error propagated to the straightness -experimental and estimated value.
•The experimental value agrees well
l: Measurement distance,s: Sampling interval ⇒ 1.9 m-avg,
: Error in the obtained angle
f p gwith the estimated one.
: Error in the obtained angle⇒ 9.2 rad-avg The estimated value is reliable.
Offset bars for avoiding obstacles on the imeasuring pass
Evaluation distance is limited by obstacles on ted by obstac es o
the measuring path
A pair of offset bars shifts the measuring path and
avoid obstacles
Shape errors, deformations, and slope angles of theand slope angles of the offset bars will affect the measurements
Reversal measurementconsidering slope angles of the offset bars
Offset of the system caused byOffsets of the inclinometers
considering slope angles of the offset barsBefore Straight bar
Offsets of the inclinometers,Shape errors of the bars,Deformations and slopes of the bars
Offset bar
Inclinometer
mb
mc
can be eliminated by
Offset barma
rd d can be eliminated by
ncmcr 2
sd d
After s
d nbnamamb
2
na
nc
t: Slope angle (angle to be measured),ma, mb, mc: Measurements before reverse,na, nb, nc: Measurement after reverse,d: Length of the offset bars
nanb
r d: Length of the offset bars,s: Length of the straight bar
Straightness evaluation for the KEK e-/e+ Linacusing a pair of offset bars
Inclinometers(Angle detectors)
Inclinometer(Angle detectors)
(Angle detectors)Straight
bar
400
1.8 m-avg
400 mm
Straight barOffset bar
Offset bar
Deviation of the derived slope angleand Error estimation
• 0.9 mm-2 for 500 m ⇒Can be adopted for evaluating the KEK linac
1,000
m] Error propagated to the straightness: 450 m
100
stra
ight
ness
[m
p p g g
l: Measurement distance
lsf
450 m
Erro
r in
the
sl: Measurement distance,s: Sampling interval ⇒ 1.8 m-avg,: Error in the obtained angle⇒ 15 rad for single measurement point
101 10 100 1,000
Measurement distance l [m]
g p
500 m
Error propagated to the straightness -estimated value.
Straightness evaluation for the 206-m-long part of the KEK e-/e+ linac
15
of the KEK e /e linac●:Inclinometer*-Mar. 26-28, 2012.▲:Telescope Apr 18 19 2011
10
mm
]
Distance: 206 m
▲:Telescope-Apr.18,19, 2011.◆ :Laser alignment system-Aug. 9,11, 2011.
0
5
shap
e [m Distance: 206 m
5 mm
-5-20 0 20 40 60 80 100 120 140 160 180 200 220
position [m]-from 33U(3-3-0)
•Similar trend.•Partly agreed within sub-mm range.
Fairly reliable with each other
*The earth curvature was compensated considering the earth as a sphere with a radius of 6371 km.
Conclusion1. Reversal measurement is effective for eliminating offset and reducing drift
of the angle measurement system.g y
2. Obstacles on the measuring path can be avoided by pair of offset bars. Itcan extend evaluation distance of the systemcan extend evaluation distance of the system.
3. By considering slope angles of the offset bars, affects of the shape errors,deformations and slopes of the offset bars can be eliminateddeformations, and slopes of the offset bars can be eliminated.
4. 206-m-long straightness evaluation of the KEK e-/e+ Linac wasd t t d ith t d d d i ti f 15 d f th d i d ldemonstrated with standard deviation of 15 rad for the derived slopeangles.
5. It is applicable for evaluating the whole 500-m-long KEK e-/e+ Linac with2 of better than 1 mm.
IssuesIssues
1. Demonstrate longer (500 m or longer) straightness measurement
2 Estimate/evaluate the system’s performance precisely for longer2. Estimate/evaluate the system s performance precisely for longermeasurement distance.
3 Consider/realize horizontal straightness evaluation method3. Consider/realize horizontal straightness evaluation method(Straightness in the horizontal plane)
Straightness measurement using inclinometers adopted for the KEK e-/e+ linacadopted for the KEK e-/e+ linac
69-m-long part of the Sector B, (Aug. 25-28, 2009)
71-m-long part of the Sector C (Mar 29-31 2010)71-m-long part of the Sector C, (Mar. 29-31, 2010)
206-m-long part for the longer straight section (Mar. 26-8, 2012)