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Progresses on SB facility CENF meeting 2 nd May 2013

Progresses on SB facility CENF meeting 2 nd May 2013. M. Calviani , N. Baddams, A. Ferrari, F. Loprete, E. Nowak, J. Osborne, W. Kozlowska, A. Perillo-Marcone . Target building (755+TCC26) update. Latest updated 18 th April 2013 ( link )

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Progresses on SB facility CENF meeting 2 nd May 2013

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  1. Progresses on SB facilityCENF meeting 2nd May 2013 M. Calviani, N. Baddams, A. Ferrari, F. Loprete, E. Nowak, J. Osborne, W. Kozlowska, A. Perillo-Marcone

  2. Target building (755+TCC26) update • Latest updated 18th April 2013 (link) • Slight reduction of the concrete shielding on top of the iron layer (still fixed at 2.5 m) • HS/pit1 building not optimized yet • Depends on the final location of the HS cooling station • Ground level above the DP at ~15 m from beam pipe • i.e. ~10 meters from concrete enclosure N. Baddams (GS/SE) CENF Technical Project meeting

  3. Target building (755+TCC26) update Slight slope for the access pit  brought down the vault by ~1 m Technical gallery from BA81 (?) – maze probably required Reduction of concrete shielding • Shaping of concrete blocks to reduce streaming • further reduction of concrete thickness could be envisaged Swap of cooling station room and morgue N. Baddams (GS/SE) CENF Technical Project meeting

  4. (Very) conceptal design for a geomembrane • See last CENF’s meeting for more details (link) • 3 layer protections • Different contacts ongoing for some material/thickness information • The whole secondary beam infrastructure should be “protected” N. Baddams (GS/SE) CENF Technical Project meeting

  5. Target engineering – preliminary designs • Beryllium target • 100 cm long, 6 (or 8) mm radius – He-cooled • Baseline fully inserted inside the horn except for the uppermost zone, with cooling inlet/outlet • Be (due to high Young modulus) will allow a one-piece rod • Graphite • Parallel development (design should be valid for both solution) A. Perillo-Marcone, F. Loprete, MC (EN/STI) CENF Technical Project meeting

  6. Update horn design & fluence • Last configuration shown by Alfredo (link) still the reference/baseline • Outer radius of horn#2 reduced to 70 cm • In both cases ~4 m long, ~2 m apart • Under investigation is the effect of a beam plug A. Ferrari, W. Kozlowska, MC CENF Technical Project meeting

  7. Horn#1 and #2 shape W. Kozlowska CENF Technical Project meeting

  8. FLUKA study margins between shielding • H*(10) with different margins between fixed and movable plug Fe blocks  increasing streaming toward the service pits gap Vertical profile of H*(10) above the He vessel cover 6x Vault surface gap Above service pit 3x E. Nowak CENF Technical Project meeting

  9. Dose rate above the DP DP concrete / moraine interface DP diameter ~5 mSv/h Surface (14.6 m from beam pipe) concrete DP wall / shielding 0.1 mSv/h (up to 5 mSv/h towards the end) E. Nowak CENF Technical Project meeting

  10. H*(10) update • Update on H*(10) around the installation with the latest CE layout • Effect of muon-dominated prompt dose relevant right after the HS • Possibility to use a higher density (~3.2 g/cm3) granite ~5 mSv/h • Assumed moraine density = 1.9 g/cm3 • Not so conservative – no pristine ground • 200 kW operation < 0.1 mSv/h ~1 mSv/h CENF Technical Project meeting

  11. Energy deposition table (update for CV) Target : ~2.5 kW  He Horn/Refl (only beam!!): ~4 kW  water Had. abs.: ~65 kW  water Fe shielding: 25 kW  water He vessel: 20 kW  water DP Fe wall: 45 kW  air DP concrete: 10 kW CENF Technical Project meeting

  12. Updated power consumptions See James talk + 20 kW service building above HS/pit1/2 +100 kW general infrastructure ~690 kW  ~1.1 MVA Total power needed CENF Technical Project meeting

  13. Conclusions • Starting from next week we’ll start more detailed integration studiesof the neutrino production area • Tuesday afternoon 14h – fine for everybody? • DGS/RP will follow-up on the radioprotection design of the installation CENF Technical Project meeting

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