Differences between revisions 5 and 24 (spanning 19 versions)

KAGRA Output Optical Tables

iKAGRA

name	size and height	closest chamber	beam height	q-params/position/angle of the beams
MC front	1.2 x 2.4m x h 0.940m	MCF chamber	1.134m - 0.012m
MCT	1m x 1m x h 0.955m	MCE chamber	1.149m - 0.027m
REFL	1.2 x 2.4m x h 0.947m	IFI chamber	1.141m - 0.019m
IMMT2	1m x 1m x h 0.947m (temporary)	IFI chamber	1.141m - 0.019m
SR2	1m x 1m x h 1.000m (temporary for iKAGRA AS)	SR2 chamber	1.217m
ETMX	1m x 1m x h 0.986m (temporary)	EXA chamber	1.200m
ETMY	1m x 1m x h 0.986m (temporary)	EYA chamber	1.200m

bKAGRA

name	size and height	closest chamber	beam height
POX	1m x 1m x h 1.043m (temporary)	SR3 chamber	1.257m
POY	1m x 1m x h 0.936m (temporary)	PR3 chamber	1.150m
POP	1.2 x 2.4m x h 0.970m	PR2 chamber	1.184m
POS	1.2 x 2.4m x h 1.000m	SR2 chamber	1.217m
AS	1.2 x 2.4m x h 1.000m	SRM chamber	1.271m

* Beam height written here is from the mortar surface.

* Mortar thickness is about 20mm by design.

* Difference between the beam height from the concrete surface and the height of the optical table should be larger than 7.6 inch (0.19m)

* See JGW-D1402607

-  ⇤ ← Revision 5 as of 2014-07-29 18:08:15 → 
  Size: 793
  Editor: YutaMichimura
  Comment:
+   ← Revision 24 as of 2014-11-07 14:32:19 → ⇥
  Size: 1430
  Editor: YutaMichimura
  Comment:
-Deletions are marked like this.
+Additions are marked like this.
 Line 3:
-MC front: 1.2 x 2.4m
(close to MCF chamber; beam height=)
+||name ||size and height ||closest chamber ||beam height ||q-params/position/angle of the beams ||
||MC front || 1.2 x 2.4m x h 0.940m ||MCF chamber || 1.134m - 0.012m || ||
||MCT || 1m x 1m x h 0.955m ||MCE chamber || 1.149m - 0.027m || ||
||REFL || 1.2 x 2.4m x h 0.947m ||IFI chamber || 1.141m - 0.019m || ||
||IMMT2 || 1m x 1m x h 0.947m (temporary) ||IFI chamber || 1.141m - 0.019m || ||
||SR2 || 1m x 1m x h 1.000m (temporary for iKAGRA AS) ||SR2 chamber || 1.217m || ||
||ETMX || 1m x 1m x h 0.986m (temporary) ||EXA chamber || 1.200m || ||
||ETMY || 1m x 1m x h 0.986m (temporary) ||EYA chamber || 1.200m || ||
-Line 6:
+Line 12:
-MCT: 1m x 1m
(close to MCE chamber; beam height=)

REFL: 1.2 x 2.4m
(close to IFI chamber; beam height=)

POX: 1m x 1m
(close to ??? chamber; beam height=)

IMMT2: 1m x 1m (temporary)
(close to IFI chamber; beam height=)

SR2: 1m x 1m (temporary for iKAGRA AS)
(close to SR2 chamber; beam height=)

ETMX: 1m x 1m (temporary)
(close to EXC chamber; beam height=)

ETMY: 1m x 1m (temporary)
(close to EYC chamber; beam height=)
-Line 28:
+Line 14:
-POY: 1m x 1m
(close to ??? chamber; beam height=)
+||name ||size and height ||closest chamber ||beam height || ||
||POX || 1m x 1m x h 1.043m (temporary) || SR3 chamber || 1.257m || ||
||POY || 1m x 1m x h 0.936m (temporary) || PR3 chamber || 1.150m || ||
||POP || 1.2 x 2.4m x h 0.970m || PR2 chamber || 1.184m || ||
||POS || 1.2 x 2.4m x h 1.000m || SR2 chamber || 1.217m || ||
||AS || 1.2 x 2.4m x h 1.000m || SRM chamber || 1.271m || ||
-Line 31:
+Line 21:
-POP: 1.2 x 2.4m
(close to PR3 chamber; beam height=)
+* Beam height written here is from the mortar surface.
-Line 34:
+Line 23:
-POS: 1.2 x 2.4m
(close to ??? chamber; beam height=)
+* Mortar thickness is about 20mm by design.
-Line 37:
+Line 25:
-AS: 1.2 x 2.4m
(close to SRM chamber; beam height=)
+* Difference between the beam height from the concrete surface and the height of the optical table should be larger than 7.6 inch (0.19m)

* See [[http://gwdoc.icrr.u-tokyo.ac.jp/cgi-bin/DocDB/ShowDocument?docid=2607|JGW-D1402607]]