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LINAC HINS/Proton Driver Civil Design Synergies

LINAC HINS/Proton Driver Civil Design Synergies. Dixon Bogert Fermilab Accelerator Advisory Committee May 10 th – 12 th , 2006. Reporting Work by FESS – Elaine McCluskey And Chuck Federowicz Tom Lackowski Paul Lahn Rod Walton Gary Van Zandbergen. Outline. Siting – Inside Main Ring

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LINAC HINS/Proton Driver Civil Design Synergies

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  1. LINAC HINS/Proton DriverCivil Design Synergies Dixon Bogert Fermilab Accelerator Advisory Committee May 10th – 12th , 2006 Reporting Work by FESS – Elaine McCluskey And Chuck Federowicz Tom Lackowski Paul Lahn Rod Walton Gary Van Zandbergen HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  2. Outline • Siting – Inside Main Ring • Major Elements of Construction for HINS & ILC • Overview on Site Plan • Cross-sections of tunnels/service building • HINS • ILC • Plans of HINS Klystron Gallery & ILC Service Tunnel • ILC TF Deficiencies with respect to HINS facility • HINS Consultant Engineering Work in FY06 HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  3. Linac Proton Driver Site Plan 5 GeV ILC TF LINAC 0 - 8 GeV HINS LINAC HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  4. HINS Linac Enclosure/Klystron Gallery HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  5. ILC Twin Tunnels HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  6. Klystron Gallery (HINS)/Tunnel (ILC) 120 ft HINS GALLERY 118 ft ILC SERVICE TUNNEL HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  7. ILC TF Deficiencies w.r.t. HINS Facility • Below grade service gallery presents operational difficulties for HINS • In ILC service tunnel, equipment arrangement &tunnel connections to beam tunnel would make HINS upgrade to 2 MW beam difficult. HINS planned for this upgrade. • Round ILC beam tunnel section is markedly smaller than HINS tunnel • Future uses such as recirculating muon acceleration not accounted for. HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

  8. HINS Consultant Work FY06 • Life Safety study completed that established code-related occupancy, exiting, and fire protection requirements for the proposed facility • Hydrogeologic borings to determine horizontal and vertical groundwater transport in vicinity of proposed linac absorber • Wetland delineation for south half of Tevatron Ring to scope what wetland mitigation would be required for installation of new facility in this region HINS/PD Civil – AAC Review May 10-12, 2006 Dixon Bogert

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