935
Comment:
|
1342
|
Deletions are marked like this. | Additions are marked like this. |
Line 3: | Line 3: |
MC front: 1.2 x 2.4m (close to MCF chamber; beam height=1.134m - 0.0012m) |
||Name ||size ||closest chamber ||beam height || ||MC front || 1.2 x 2.4m x h 0.940m ||MCF chamber || 1.134m - 0.012m || |
Line 6: | Line 6: |
MCT: 1m x 1m (close to MCE chamber; beam height=1.149m - 0.0027m) |
||MCT || 1m x 1m x h 0.955m ||MCE chamber || 1.149m - 0.027m || |
Line 9: | Line 8: |
REFL: 1.2 x 2.4m (close to IFI chamber; beam height=1.141m - 0.0019m) |
||REFL || 1.2 x 2.4m x h 0.947m ||IFI chamber || 1.141m - 0.019m || |
Line 12: | Line 10: |
IMMT2: 1m x 1m (temporary) (close to IFI chamber; beam height=1.141m - 0.0019m) |
||IMMT2 || 1m x 1m x h 0.947m (temporary) ||IFI chamber || 1.141m - 0.019m || |
Line 15: | Line 12: |
SR2: 1m x 1m (temporary for iKAGRA AS) (close to SR2 chamber; beam height=1.217m) |
||SR2 || 1m x 1m x h 1.000m (temporary for iKAGRA AS) ||SR2 chamber || 1.217m || |
Line 18: | Line 14: |
ETMX: 1m x 1m (temporary) (close to EXA chamber; beam height=1.200m) |
||ETMX || 1m x 1m x h 0.986m (temporary) ||EXA chamber || 1.200m || |
Line 21: | Line 16: |
ETMY: 1m x 1m (temporary) (close to EYA chamber; beam height=1.200m) |
||ETMY || 1m x 1m x h 0.986m (temporary) ||EYA chamber || 1.200m || |
Line 25: | Line 20: |
POX: 1m x 1m (close to SR3 chamber; beam height=) POY: 1m x 1m (close to PR3 chamber; beam height=) POP: 1.2 x 2.4m (close to PR2 chamber; beam height=) POS: 1.2 x 2.4m (close to ??? chamber; beam height=) AS: 1.2 x 2.4m (close to SRM chamber; beam height=) |
||Name ||size ||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 42: | Line 28: |
* 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 [[http://gwdoc.icrr.u-tokyo.ac.jp/cgi-bin/DocDB/ShowDocument?docid=2607|JGW-D1402607]] |
KAGRA Output Optical Tables
iKAGRA
Name |
size |
closest chamber |
beam height |
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 |
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