John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review...
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Transcript of John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review...
![Page 1: John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review 1-3 June 2010 : .](https://reader035.fdocuments.net/reader035/viewer/2022062805/5697c0281a28abf838cd71aa/html5/thumbnails/1.jpg)
John Osborne : GS-SEM Civil Engineering18 May 2009
CES 9 June 2010
1. News from ILC Japan CFS review 1-3 June 2010 :
• http://ilcagenda.linearcollider.org/conferenceDisplay.py?confId=4613
2. News from CTC 18 May 2010 on CLIC tunnel cross section
3. CDR Authors for CES studies
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John Osborne : GS-SEM Civil Engineering18 May 2009
Report on behalf of CLIC Civil Engineering and Services (CES) WG
CTC 18 May 2010
CES studies for CDR :
1. Tunnel cross section
2. Injection Complex
3. BDS Layout
4. Experimental Area Layout
5. Summary
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John Osborne : GS-SEM Civil Engineering18 May 2009
1.Tunnel cross section
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John Osborne : GS-SEM Civil Engineering18 May 2009 4
4.5m tunnel for CDR as agreed in 2009
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John Osborne : GS-SEM Civil Engineering18 May 2009 5
Drawbacks with 4.5m tunnel identified in 2009
• Positioning of electronic racks not ideal• Solution : Re-position onto tunnel floor, but possibly means deleting safety barrier
• Difficult to access ‘tunnel wall’ side of modules• Solution : remove entire module for access ?
• Access to Drive Beam dumps • Solution : Local Tunnel enlargement to allow ‘ladder’ access (see next slides)
• Impact from vibration from floor embedded pipes• Solution : Further studies in TD Phase
• Reduced space due to transversal ventilation and perhaps not sufficient cooling power • Solution : Study longitudinal ventilation system during TD Phase
• No space for vehicle powering ‘monorail’ and integration conflict• Inductive powering for vehicle ?
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John Osborne : GS-SEM Civil Engineering18 May 2009
Revised 4.5m cross section
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John Osborne : GS-SEM Civil Engineering18 May 2009
Access to Drive beam dump
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John Osborne : GS-SEM Civil Engineering18 May 2009
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John Osborne : GS-SEM Civil Engineering18 May 2009
Access to LHC Dumps at Point 6
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John Osborne : GS-SEM Civil Engineering18 May 2009
Cross section for ILC Europe (CERN) 5.2m diameter for Kly-Cluster
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John Osborne : GS-SEM Civil Engineering18 May 2009
Possible 5.2m cross section for CLIC
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John Osborne : GS-SEM Civil Engineering18 May 2009
‘Metro standard’ 5.6m tunnel +150MCHF : Proposed at CTC May 2009
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John Osborne : GS-SEM Civil Engineering18 May 2009
2. Injection Complex :Input mainly from :
L.Rinolfi
B.Jeanneret
F.Stulle
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John Osborne : GS-SEM Civil Engineering18 May 2009 14
Injection Complex 2009 Layout
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John Osborne : GS-SEM Civil Engineering18 May 2009 15
Injection Complex 2010 Layout
• 1.1km extra tunnel for turnarounds
• 500m extra for CR, DR
• Injection cut and cover tunnels lengths increased to 1.4km (from 1km)
‘turnaround’ is now a horizontal cut/cover design
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John Osborne : GS-SEM Civil Engineering18 May 2009
‘Spiral descents’ removed
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John Osborne : GS-SEM Civil Engineering18 May 2009 17
Surface tunnels / halls for Injection Complex
2010 Layout : Surface buildings added
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John Osborne : GS-SEM Civil Engineering18 May 2009
CLIC Damping Rings schematic layout
e+ Damping Ring
e- Damping Ring
e- Pre-damping Ringe+ Pre-damping Ring
e+ linac to PDR transfer line
e- linac to PDR transfer line
e+ PDR to DR transfer line
e+ DR to Booster linac transfer line
e- PDR to DR transfer line
e- DR to Booster linac transfer line
205 m
205 m
80 m
80 m
Dump
157 m
64 m
Damping rings still to be finalised
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John Osborne : GS-SEM Civil Engineering18 May 2009
ON - HOLD
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John Osborne : GS-SEM Civil Engineering18 May 2009
3. BDS Layout
Input mainly from :
Rogelio Tomas Garcia
Edda Gschwendtner
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John Osborne : GS-SEM Civil Engineering18 May 2009
Main Beam Dumps
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John Osborne : GS-SEM Civil Engineering18 May 2009
Tune-Up Dumps added
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John Osborne : GS-SEM Civil Engineering18 May 2009
4. Experimental Area Layout
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John Osborne : GS-SEM Civil Engineering18 May 2009
CLIC Detector hall layout developed by :
A.Gaddi
H.Gerwig
A.Herve
CES will now use this as starting point for CE & services design, including cost estimates
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John Osborne : GS-SEM Civil Engineering18 May 2009
Machine By-Pass added
Survey gallery added
Emergency escape tunnel
Better to delete cavern ‘technical alcoves’
Gantry crane capacities to be determined
CV being consulted about requirements
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John Osborne : GS-SEM Civil Engineering18 May 2009
ILC 3d models developed at CERN using CATIA :
CLIC models to follow once draughtsman is identified
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John Osborne : GS-SEM Civil Engineering18 May 2009
ILC Project general view of IR
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John Osborne : GS-SEM Civil Engineering18 May 2009
ILC Project 3d general view
Concerns half of the project (circled area)
1
2
3
4
5
6
7
810
9
11
12
Diameter (m) Length (m)
Experimental Cavern Interface Tunnel 1 5.20 70
Main Dump Branch Tunnel 2 6.00 80
Damping Ring Branch Tunnel 3 12.00 145*
PTRAN & BDS Diag. Dump Tunnel 4 7.00 1105
BDS Diag. Dump Branch Tunnel 5 6.00 193
400 MeV accelerator Tunnel 6 5.20 473
Positron Production Tunnel & Remote Handling Cavern 7 8.00 162
e- BDS Dogleg Tunnel 8 5.20 375
Undulator & Fast Abort Dump Tunnel & Undulator Access
Cavern 9 8.00 360
End ML – Start Positron Tunnel 10 5.20 300
Damping Ring Transfer Tunnel 11 6.00 145
Damping Ring Junction Cavern 12 14.00 37
• Cavern number 3 can be reduced in lengthdue to deletion of photon pipe
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John Osborne : GS-SEM Civil Engineering18 May 2009
Very hectic area !
3 ∅ 12.00 x 145m
e- RTML
Positron Transfer Dump
Can be shortened dueto deletion of Photon pipe
Positron Main Dump
Electron BDS
PLTR
Spin Rotation
e+ Energy Compression
ILC Junction cavern
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John Osborne : GS-SEM Civil Engineering18 May 2009Overall layout updated (full symmetry)
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John Osborne : GS-SEM Civil Engineering18 May 2009
5. Summary
• Will continue to try and ‘freeze’ CE layouts at monthly CES meeting. Next major issue is amount of space required for Power Converters.
• Martin Gastal is gathering input from other technical services for experimental hall (CV,EL etc)
• Costing for CDR required for all technical infrastructure by September with assistance from Amberg consultants (same CE consultants for ILC)
• Draft layout for CDR Chapter ‘Civil Engineering and Services’ has been submitted to Hermann
• Next CTC 22 June specifically about tunnel cross section (4.5m,5.2m or 5.6m)
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John Osborne : GS-SEM Civil Engineering18 May 2009
5.6m first DRAFT
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John Osborne : GS-SEM Civil Engineering18 May 2009
CES authors for CDR : refer to mail from H.Schmickler 31 May 2010