Tunnel Cross Section Studies

Slides:



Advertisements
Similar presentations
MODULE TRANSPORT CLIC Module Working Group 27 September 2010 Keith Kershaw CERN EN-HE.
Advertisements

CERN TS Department / Civil Engineering Group 8 February 2008 Civil Engineering Layouts & Tunnel Cross Section 1 CLIC/ILC Collaboration Meeting 8 Feb 2008.
Plasma Wakefield (AWAKE) Project Meeting 18 October 2012 Civil Engineering Feasibility Issues for the West Area EDMS : John Osborne GS-SE.
CFS challenges for a linear collider J.Osborne CERN ILC-GDE Dubna - 4 June 2008 OUTLINE : Introduction Civil Engineering -Geology (water, stability issues.
3/2011 CFS BTR Global Design Effort 1 Americas Region Civil Design Tom Lackowski.
HSE Preliminary General Requirements for FCC layout and air management A. Henriques & M. Widorski on behalf of the HSE Unit 17/12/2014 FCC I&O Meeting.
Global Design Effort - CFS Baseline Assessment Workshop 2 - SLAC Reduced Bunch Number 1 BASELINE ASSESSMENT WORKSHOP 2 CONVENTIONAL FACILITIES.
First Considerations on CLIC Cooling System Ch. Martel, J. Inigo-Golfin TS/CV.
Construction and Installation of the CLIC Experimental Area
Powering the main linac implications Daniel Siemaszko, Serge Pittet OUTLINE : Cost impact of power converters, power consumption and powering.
CES Status J.Osborne 6 November 2009 Status Report from Civil Engineering and Services Working Group J.Osborne GS/SEM for CES Working Group.
1 Alternative assembly option of ILD Y.Sugimoto 2010/10/18 ILD Integration
TS Department / Civil Engineering Group 17 October 2007 Civil Engineering Layouts & Tunnel Cross Section 1 CLIC workshop – Working group: Two beam hardware.
ILC CFS AD&I Daresbury Lab Summary J.Osborne / V.Kuchler / A.Enomoto.
ILC experimental area - How to ‘develop’ CFS details for TDP (cavern size, number of shafts, HVAC, EL spec etc) ? - KEK site specific issues CFS V.Kuchler.
VENTILATION PRINCIPLE FOR THE DRIVE BEAM TUNNEL M Nonis – EN/CV – 28/7/2009 Already presented by C. Martel/ J Inigo Golfin on15 th October 2008 CLIC WORKSHOP.
LHC scheduling applied to CLIC and ILC TILC09 & GDE AAP review – Tsukuba April 2009 K. Foraz K. Foraz - CERN TILC09 & GDE AAP review – Tsukuba April 2009.
Global Design Effort - CFS TILC09 and GDE AAP Review Meeting - Tsukuba, Japan 1 GDE ACCELERATOR ADVISORY PANEL REVIEW CONVENTIONAL FACILITIES.
1 CLIC / ILC Collaboration for CES issues JOHN OSBORNE – CES 8 April 2009.
Agenda : CLIC Civil Engineering and Services (CES) WG.
Drive Beam transfer lines in the main tunnel B.Jeanneret CERN/AB/ABP CLIC Workshop, 16 Oct 2007.
John Osborne : GS-SEM Civil Engineering 19 May 2009 Report on behalf of CLIC Civil Engineering and Services (CES) WG CTC 19 May 2009 Tunnel Cross Section.
Civil Engineering and Services - drawings for CDR - CDR chapter J.Osborne and M.Gastal for CES WG 1.
Transport of the CLIC Modules and Elements CLIC Workshop October 2007 Two Beam Hardware and Integration Working Group Keith Kershaw (CERN)
COOLING & VENTILATION FOR THE DRIVE BEAM TUNNEL M Nonis – EN/CV – 16/9/2009 CLIC TWO BEAM MODULES REVIEW
MDI Meeting 13 th MDI: Latest news on civil engineering and services First draft concept for the ventilation system in the CLIC experimental area 11/06/2010.
John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June News from ILC Japan CFS review 1-3 June 2010 :
ILC D RAFT P ROJECT S CHEDULE K LYCLUSTER 500GeV K Foraz & M Gastal ILC Mechanical & Electrical Review and CFS Baseline Technical Review Many thanks to.
Global Design Effort - CFS DESY Accelerator Design and Integration Meeting 1 ACCELERATOR INTEGRATION AND DESIGN MEETING CONVENTIONAL FACILITIES.
Summary Session Infrastructure and Operation P.Collier & Ph. Lebrun.
VENTILATION PRINCIPLE FOR THE DRIVE BEAM TUNNEL CERN TS/CV Wednesday 9 th July 2008 CLIC.
Europe / CERN studies for SB2009 ILC Re-Baseling J.Osborne CERN (CFS & CES) 2009 Linear Collider Workshop of the Americas 28 September - 4 October 2009.
R2E Point 5 mini safe room cooling / ventilation A. L. Perrot, 30 th April 2013.
FCC-hh MDI 5 th Meeting Friday 13 th March 2015 Civil Engineering Layouts for Experimental Caverns – First Draft Charlie Cook (GS), John Osborne (GS)
CLIC MODULE TRANSPORT AND INSTALLATION Keith Kershaw CES, 8 October 2008.
Risto Nousiainen, CLIC workshop ” Technical Issues, Integration & Cost ” working group Progress on Study of Module Cooling Risto Nousiainen.
MDI Meeting 13 th MDI: Latest news on civil engineering and services First draft concept for the ventilation system in the CLIC experimental area 11/06/2010.
COOLING & VENTILATION PLANTS M. Nonis – CERN EN Department / CV Group Annual Meeting of the FCC study – Rome 14 th April 2016.
Yingshun Zhu Design of Small Aperture Quadrupole Magnet for HEPS-TF
Module layout and types Two-beam module review, September 2009 Module layout and types G. Riddone for the CMWG,
1 Update of detector hall in mountain regions Y.Sugimoto in Granada.
Experimental Hall in Mountain Regions
Civil Engineering for FCC-eh and LHeC
CLIC Civil Engineering Update
FCC Civil Engineering John Osborne, Jo Stanyard, Matt Stuart(SMB - Site Engineering - FAS Section) Cost & schedule Phase 3 - specification 10th May 2017.
CLIC module working group
CLIC Civil Engineering & Infrastructure
FCC lifts Layout, characteristics etc.
CLIC / ILC Collaboration for CFS works
Interaction Region Alternative Layouts
5th FCC Infrastructure & Operation meeting
FCC-ee MDI Civil Engineering update
M. Alcaide Leon, Paolo Fessia
FCC Tunnel and Shaft Cross Sections
Accelerator and Experiment Interface Session: LS2, LS3
Detector hall in mountain regions
ILC DRAFT CONSTRUCTION SCHEDULE Flat topography & Mountainous sites
A very first look at siting issues
CLIC: from 380 GeV up to 3 TeV Will also study klystron based machine for initial stage.
Civil Engineering for FCC-eh IR
ATLAS ITk CO₂ Cooling pipe routing CO₂ Meeting, 28 June 2016
COOLING & VENTILATION INFRASTRUCTURE
CLIC Civil Engineering Update
ATLAS ITk CO₂ Cooling pipe routing Common Mechanics meeting
ILC CFS AD&I Daresbury Lab Summary
Detector hall in mountain regions
Extract from today’s talk given to DCB
RDR Baseline Layouts for Interaction Region
Workshop on fire protection for physics research facilities
LINAC 3 Meeting ICL machines Injectors
Presentation transcript:

Tunnel Cross Section Studies CES 8 July 2009 Tunnel Cross Section Studies

4.5m tunnel used as baseline for 2007 costing exercise

What has changed since 2007 : 3d studies with CATIA integrating services Cooling and Ventilation studies Transport studies Machine developments….

CTC 19 May Proposal : 5.6m tunnel 2270mm

Further to CTC of 19 May : Drain reintroduced into tunnel invert to collect any water ingress from surrounding rock 3 ‘missing’ cable trays re-introduced Machine height for installation reduced to 2100mm (from 2270 = -170mm) Transport studies advanced with new machine details Local tunnel enlargements proposed where turnaround re-enters the main Linac Transversal ventilation has been retained for this study, pending CTC decision

Option B selected for this study

4.5m tunnel Machine height reduced, but still a conflict

Catia Studies Could re-position the tunnel enlargement to where the turnaround re-enters the Main Linac Catia Studies

4.5m tunnel Tunnel enlarged at Turnarounds

4.5m tunnel Move transfer lines to side of tunnel ?

BACK-UP slides

Five machine beams in this cross section Catia Studies

Extract from CLIC Technical Committee : G. Riddone, D. Schulte, 2008.007.14

To dump Drive beam

Beginning Of turnaround loop End of turnaround loop Main beam

Transport Studies

4.5m tunnel Turnaround & transport Studies RIGHT VIEW Main beam Drive beam 2 CV pipes 250mm Turnaround loop Monorail 3 cable trays 520mm 2 CV pipes 600mm Turnaround & transport Studies Safe passage Drive beam Transport train RIGHT VIEW TYPICAL CROSS SECTION CLIC TUNNEL Main beam

Possible Ventilation Systems for road tunnels Extracted courtesy of ‘French Tunnelling Association : AFTES : Tunnels routiers : resistance au feu Jan 2008’

CLIC Ventilation Concepts Advantages of transversal ventilation : Safety (see CLIC note from F.Corsanego EDMS 827669) Much better control of temperature & humidity gradient along the tunnel CLIC

6.0m diameter needed to accommodate 3m2 ducts !

TYPICAL CROSS SECTION CLIC TUNNEL – CV 2x1m2 Main beam Drive beam Extraction 1m2 Air supply 1m2 3 cable trays 520mm Monorail Transport train CV pipes 600 & 700mm Circuit A Safe passage CV pipes 250 & 700mm Circuit B Drive beam Main beam RIGHT VIEW TYPICAL CROSS SECTION CLIC TUNNEL – CV 2x1m2

CLIC WORKSHOP - Ventilation Tunnel section SUPPLY DUCT EXTRACTION DUCT Circuit C : Fire Fighting Circuit B : general cooling Circuit D : compressed air Circuit A : Module cooling

CLIC WORKSHOP - Ventilation Safety considerations Extraction Air supply Extraction Air supply SHAFT POINT Control of the pressure from both ends of a sector. Control of the pressure (overpressure or underpressure in each area). Fire detection per sector compatible to fire fighting via water mist.

CLIC Cooling Study Proposed 1.5m diameter micro-tunnel for Cooling Pipes : Approx. cost for CE works 250MCHF Intermediate caverns would be needed for construction of micro tunnel Integration for cooling pipes is complicated Major impact on civil planning (excavated spoil through ‘completed’ structures) J.Osborne

Herrenknect Visit June 2008 Herrenknect are one of the worlds biggest TBM manufacturers. They advised that the most common diameter for TBM’s (metro etc) is 5.6 finished internal diameter.

4.5m compared to 6.0m diameter Cross Section Studies 4.5m compared to 6.0m diameter

Drive beam from Turnarounds missing from this cross section ! 4.5m tunnel Drive beam from Turnarounds missing from this cross section !

Drive beam from Turnarounds missing from this cross section ! 5.0m tunnel Drive beam from Turnarounds missing from this cross section !

5.6m tunnel

Summary With a 4.5m diameter tunnel, it appears difficult to accommodate all equipment 5.6m recommended by CES working group More TBM’s of this diameter available will help with Project planning Reduction in other costs due to more additional working space ? Space for future requests…. Additional CE cost in the region of 150M CHF Barcelona Metro under construction 6.6m machine external, inner 5.8m. With 0.1m tolerance on radius = 5.6m internal diameter.