EUROn Safety 13/06/2012M. Dracos1. Safety workshop 13/06/2012M. Dracos2 A first two days safety workshop has been organized at CERN last May (http://indico.cern.ch/conferenceDisplay.py?confId=134751)http://indico.cern.ch/conferenceDisplay.py?confId=134751

Slides:



Advertisements
Similar presentations
IDM2004 G. Gerbier LSM - Fréjus underground sites status and projects Gilles Gerbier CEA/Saclay - LSM.
Advertisements

NNN07 - Hamamatsu M. Russo - Switzerland Fréjus site pre-study and beyond NNN07 – HAMAMATSU Workshop on Next Generation Nucleon Decay and Neutrino.
11/05/06GDR-Neutrino à Orsay (LAL)1 GDR-Neutrino (10-11 mai 2006) L. Mosca (CEA-Saclay) The MEMPHYS project (Laboratory excavation) MEgaton Mass PHYSics.
1 Activation problems S.Agosteo (1), M.Magistris (1,2), Th.Otto (2), M.Silari (2) (1) Politecnico di Milano; (2) CERN.
NuMI Radiation and Environmental Protection NBI th International workshop on Neutrino Beams and Instrumentation September 5-9, 2006 Mike Martens.
Plasma Wakefield (AWAKE) Project Meeting 18 October 2012 Civil Engineering Feasibility Issues for the West Area EDMS : John Osborne GS-SE.
Costing Workshop Summary Chris Rogers, RAL, 30 Mar 2010 Establish a common framework for costing of neutrino facilities Compare Beta Beam, Super beam and.
Costing Meeting Ajit Kurup 13 th June Page 2 Costing Meeting 13 th June 2011 Ajit Kurup Summary of CERN costing workshop. Proposed Level 3 breakdown.
October 12th, 2006L. Mosca LAGUNA Meeting in Zurich 1 IPP- ETH Zurich October 12th, 2006 LAGUNA Meeting WG 7: Safety and Environment Report by L. Mosca.
LAGUNA at Fréjus LAGUNA/LAGUNA-LBNO General Meeting March 3 th -5 th, 2011, CERN Eng. Francesco Amberg.
1 Induced radioactivity in the target station and in the decay tunnel from a 4 MW proton beam S.Agosteo (1), M.Magistris (1,2), Th.Otto (2), M.Silari (2)
Michael P. Andrews NuMI Shutdown & Facility Coordinator LBNE Project ESH Manager AD ESH Special Projects Coordinator.
Conventional Facilities and Siting Global Design Effort Safety Requirements for IR Conventional Facilities and Siting Group Safety Requirements for IR.
Construction and Installation of the CLIC Experimental Area
Fermilab Neutrino Beamline to DUSEL Mike Martens Fermilab PAC November 3, 2009.
Next generation of ν beams Challenges Ahead I. Efthymiopoulos - CERN LAGUNA Workshp Aussois, France, September 8,2010 what it takes to design and construct.
General meeting LAGUNA LAGUNA – Fréjus site
NuMI NuMI Overview NBI 2002 S. Childress (FNAL) 14 March ‘02 NuMI / MINOS Overview.
LCC Linear Collider Collaboratio ILC - CFS 12 November 2013 LCWS13 Tokyo University 1 Site-specific CF design from TDR LCWS13, 12 November 2013 Atsushi.
CES Status J.Osborne 6 November 2009 Status Report from Civil Engineering and Services Working Group J.Osborne GS/SEM for CES Working Group.
Joint ILC/CLIC Safety document ► Incentive for this document:  Share effort to define a coherent safety protocol for future linear colliders.  Insure.
TS Department / Civil Engineering Group 17 October 2007 Civil Engineering Layouts & Tunnel Cross Section 1 CLIC workshop – Working group: Two beam hardware.
WP2 Superbeam Work Breakdown Structure Version 2 Chris Densham (after Marco Zito version 1 )
JPARC- Decay Volume M.Sakuda (KEK) 11 November Decay Volume Requirements Design 2. Construction Status 3. Summary and schedule In collaboration.
Long-Baseline Neutrino Facility LBNF LBNF/DUNE Logistics Workshop Summary Mike Headley August 19, 2015.
Integration, Installation & Infrastructure Ans Pardons, with input from the WP4 members September 2014.
Global Design Effort - CFS TILC09 and GDE AAP Review Meeting - Tsukuba, Japan 1 GDE ACCELERATOR ADVISORY PANEL REVIEW CONVENTIONAL FACILITIES.
CLIC Implementation Studies Ph. Lebrun & J. Osborne CERN CLIC Collaboration Meeting addressing the Work Packages CERN, 3-4 November 2011.
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.
Safety issues for WP2 E. Baussan on behalf of WP2.
1 MEMPHYS Safety at the Fréjus site Jean-Luc Borne – June Summary of MEMPHYS Studies Nikos Vassilopoulos, IPHC, CNRS.
1 Target Station Design Dan Wilcox High Power Targets Group, Rutherford Appleton Laboratory EuroNu Annual Meeting 2012.
CENF – Civil Engineering Extension B887 Status – 02 October 2014 Done: (1/2) Preliminary civil engineering drawing and Functional specification approved.
1 Target Station Design for Neutrino Superbeams Dan Wilcox High Power Targets Group, Rutherford Appleton Laboratory NBI 2012, CERN.
Radiation Protection aspects for SHIP Doris Forkel-Wirth, Stefan Roesler, Helmut Vincke, Heinz Vincke CERN Radiation Protection Group 1 st SHIP workshop,
7 November 2003 Status of CNGS NBI presented by K. Elsener 1 Status of CNGS Konrad Elsener CERN – Accelerators+Beams Division.
2005/06/22 ALBA Building Project David Carles Engineering Services Division - CELLS.
March 22,  Overview of Asian Civil Design  Previous Case Study  Feature of Beam Tunnel  Tunnel Typical Cross Section  Beam Tunnel.
CENF – Civil Engineering Extension B887 Status – 18 September 2014 Done: (1/2) Preliminary civil engineering drawing and Functional specification approved.
Radiation Protection in J-PARC neutrino beam line Sep Yuichi Oyama (KEK) for T2K neutrino beam line construction group Happy birthday.
EUROnu Costing Workshop May 2011 Beta-Beam Costing Exercise Elena Wildner, CERN 25/05/11 1 EUROnu Costing Workshop, CERN May 2011.
WP2 progress on safety E. Baussan EUROnu CB Meeting Monday 10th & Tuesday 11th June 2011 CERN, Geneva, Switzerland.
BooNE / NuMI Rad. Protection NBI 2002 S. Childress (FNAL) Radiation Protection for Mini-BooNE & NuMI 18 March, 2002 Mini-BooNE inputs from Peter Kasper.
WA 104 : TOOLS FOR WORK ORGANIZATION IN THE CLEAN ROOM Erwan Bertrand Olga Beltramello.
Proton-Driven Plasma Wakefield Acceleration CERN Project Structure Edda Gschwendtner, CERN Lisbon Meeting, 22 June 2012Edda Gschwendtner, CERN2.
LAGUNA-LBNO at Fréjus General Meeting September 2013, Paris Giovanni Como and Davide Vietti.
Accelerator Tunnel Layout (G01) Nick Gazis Senior Mechanical Engineer Review of ESS Accelerator Conventional Facility Design.
SECONDARY BEAM HANDLING AND INFRASTRUCTURE DESIGN STATUS BRUNO FERAL (CERN/EN) DIAMANTO SMARGIANAKI (CERN/EN) Project Leader: I.Efthymiopoulos (Cern/EN)
1 South Parade, Doncaster, South Yorkshire, DN1 2DY, UK Tel: +44 (0) Fax: +44 (0) ALAN AULD GROUP THE LAGUNA PROJECT Excavation.
1 Building Design Progress Dan Wilcox March 2012.
K. Long, 25 June, 2016 IDR: structure and overall timeline: Slides are to introduce discussion of how we prepare IDR. Propose to revise slides as we discuss.
LAGUNA-LBNO at Fréjus General Meeting June 2013, Geneva Giovanni Como, Francesco Amberg, Daniele Bronzetti 1.
EUROnu Review: 14 th April 2011 EUROnu Introduction and Objectives Neutrino oscillations: much interest since 1 st paper in extension required to.
1 South Parade, Doncaster, South Yorkshire, DN1 2DY, UK Tel: +44 (0) Fax: +44 (0) ALAN AULD GROUP LTD The design of a pan-European.
LAGUNA Design of a pan- European Infrastructure for Large Apparatus studying Grand Unification and Neutrino Astrophysics Guido Nuijten.
23/11/05BENE meeting at CERN1 (22-25 November 2005) L. Mosca (CEA-Saclay) The MEMPHYS project MEgaton Mass PHYSics in a Large International Underground.
Beam Dump Hall Volume Beam Dump Meeting at SLAC May S.Ban
Conventional Facility & Siting (CF&S) Overview for the Positron Source
Yasuhiro Sugimoto 2012/2/1 ILD integration meeting
Experimental hall design in Japanese site
$150K Chicago/ANL seed funding for Braidwood site investigation
Tunnel Cross Section Studies
5th FCC Infrastructure & Operation meeting
Detector hall in mountain regions
A very first look at siting issues
Detector hall in mountain regions
EURO Conclusions from Cracow meeting
FCC study – Fire collaboration WP4 Status & Update
ESHAC #8 Safety Readiness Review Thomas Hansson, ESH
Target Station Facility Safety ASPECTs
Presentation transcript:

EUROn Safety 13/06/2012M. Dracos1

Safety workshop 13/06/2012M. Dracos2 A first two days safety workshop has been organized at CERN last May ( ~30 participants. presentations: How to include safety in a Design Study: P. Bonnal Safety at J-PARC: Yoshikazu Yamada Safety issues at ITER: John Poole Safety for SPIRAL II: Erwan Pichot Safety at ESS: Thomas Hansson Safety for SNS: S. Trotter Experience from CNGS: Ans Pardons Safety regulations at Fermilab: Mike Andrews + EUROnu presentations

WP2 (Super Beam) 13/06/2012M. Dracos3 Structure of the Building: Proton Driver lineProton Driver line Experimental HallExperimental Hall –MW Target Station –Decay Tunnel –Beam Dump Maintenance RoomMaintenance Room Service GalleryService Gallery –Power supply –Cooling system –Ventilation system Waste AreaWaste Area

WP2 (Super Beam) 13/06/2012M. Dracos4 of all the radionuclide's created 22 Na and tritium could represent a hazard by contaminating the ground water. Limits in activity after 1y=200days of beam: Activation in molasse CERN concrete concrete

WP2 (Super Beam) 13/06/2012M. Dracos5 Evolution of the horn activity with cooling time: Radioactivity after 1 day (Bq.cm -3 ) Radionucleides after 1 day (Z,A)

WP3 (Neutrino Factory) 13/06/2012M. Dracos6

WP3 (Neutrino Factory) 13/06/2012M. Dracos7

WP4 (Beta Beam) 13/06/2012M. Dracos8

WP5 (Detectors) 13/06/2012M. Dracos9 MEMPHYS Overview health and safety culture and management The existing laboratory (and also a possible LAGUNA megaton-scale underground laboratory close by) benefits from the entire safety infrastructure settled-up by the operator of the road tunnel. The safety management is the responsibility of the GEF (Groupement d’Expoiltation du Frejus) which is a common operator resulting from the two Fréjus tunnel companies: SFTRF (French) and SITAF (Italian). The road tunnel safety teams are operational 24/24 hours and 7/7 days. The existence, in a near future, of the safety tunnel (8 meters in diameter) will provide a very safe horizontal and independent access to the laboratories. The goal is to have zero accidents in all these infrastructures. For that, the relevant equipment is at the top level and the rules of safety to respect are very stern and have as objective to protect both people and facilities.

WP5 (Detectors) 13/06/2012M. Dracos10 MEMPHYS Construction phase I: rock excavation All risks must be assessed, tested, and efficiently mitigated. Excavation operations will be achieved by competent enterprises that will respect all norms and rules for underground works. A particular attention will be carried to the reinforcement of the rocks with the progression of the excavation. For each detector module, the excavation of the cavern dome is performed in successive steps by drill and blast. During the excavation, a preliminary support is installed (shot concrete and systematic rock bolts). The deepening of the cavern can thus start by proceeding from top to bottom. The stability is improved with systematic pre-stressed strand anchors. The access to the site will be possible without crossing of the trucks by using the road tunnel to enter and the safety tunnel to leave. This will permit a better safety of the staffs in case of emergency evacuation. The ventilation of the site will be done by the safety tunnel himself, estimated fresh air flow at present is of 35 to 50 m 3 /s. It will be planned an independent sheath for the extraction of the spoiled air (2 to 2.5 meters of diameter)

WP5 (Detectors) 13/06/2012M. Dracos11 MEMPHYS Construction phase II: tank construction and outfitting The water upper level in the tank will be lower than all the access and technical installations. For the moment only Technodyne Ltd has studied the tank, while the Lombardi Company investigated the interface between the tank and the rock. Special attention should be paid to the transport and handling underground of bulky items. Concerning the seismic risk, the Fréjus site is located in a region classified with a low seismic hazard.

What to include in the final report 13/06/2012M. Dracos12 For each relevant section: subsection with safety issues risks can the facility be constructed safely? can the facility be operated safely? can the facility be dismantled safely? implication on the cost