blucher niigata

Overview of Braidwood Reactor Experiment : 

Overview of Braidwood Reactor Experiment Introduction to Braidwood site General strategy and layout of experiment Underground construction estimate Plans E. Blucher, Chicago Niigata Workshop

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Midwest  Collaboration ANL: Maury Goodman, David Reyna Chicago: Erin Abouzaid, Kelby Anderson, Ed Blucher, Jim Pilcher, Matt Worcester Columbia: Janet Conrad, Jon Link, Mike Shaevitz FNAL: Larry Bartoszek, Dave Finley, Hans Jostlein, Chris Laughton, Ray Stefanski Kansas: Tim Bolton, Noel Stanton Oxford: Steve Biller, Nick Jelley Pittsburgh: Donna Naples, Vittorio Paolone Texas: Josh Klein

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We considered several sites in Illinois (Braidwood, Byron, Lasalle) and Kansas (Wolf Creek). We have focused on the Braidwood site managed by Exelon Nuclear. Braidwood: 23.6 GW reactors – 7.17 GW (thermal) maximum power Efficient operation: 90% capacity factor over last several years.

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Braidwood site

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Braidwood site Features of Braidwood site: 23.6 GW reactors – 7.17 GW maximum power Flat: flexibility, equal overburden at near and far sites, surface transportation of detectors Favorable geology (dolomitic limestone): good for excavation, low radioactivity (order of magnitude lower U, Th than granite)

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II. sin2W: If possible, maintain design that will allow measurement of sin2W using antineutrino-electron elastic scattering in near detector. Ideally, near detector should be close to reactor, deep, and have the same overburden as far detector (to allow measurement of environmental backgrounds using far detector). See talk by M. Shaevitz this afternoon. Physics Goals of Experiment If sin22 is relatively large (e.g. observable by Double Chooz), a precision measurement will be needed to combine with accelerator experiments. I. sin22~0.01: If sin22 < 0.01, it will be difficult for long- baseline “superbeam” experiments to investigate mass hierarchy and CP violation. Reactor experiment with sensitivity of 0.01 will indicate scale of future experiments needed to make progress.

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Detector Concept ~200 m ~1600 m General Strategy of Experiment 1 near detector and 2 far detectors (at oscillation maximum) 6.5 m diameter spherical detectors with 3 zones (Gd-loaded scint.) 25-50 ton fid. mass per detector, depending on required buffer regions Movable detectors with surface transport for cross-calibration; vertical shaft access to detector halls Full detector construction above ground Near and far detectors at same depth of 450 mwe (contingent on bore holes) Near detector at ~200 m security perimeter (L~270 m); far detectors at ~1800 m

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3-zone Gd-based Detector I II III I. Gd-loaded liquid scintillator II.  catcher: liquid scintillator (no Gd) III. Non-scintillating buffer R=1.9 m, m=25 tons R=2.4 m R=3.25 m 6.5 m R=2.4 m, m=50 tons R=2.7 m R=3.25 m Total detector mass ~150 tons PMTs Two examples:

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Detector Optimization We’ve developed a hit-level Monte Carlo for initial design studies. In parallel, we’re developing a Geant-4 based detector model. Currently studying detector optimization: required buffer thicknesses active and passive shielding

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Relative Acceptance Strategy Measure relative acceptances by cross-calibrating detectors at near detector location: surface movement of detectors Establish relative acceptances as well as possible without detector movement – careful detector construction, radioactive sources, reactor  interactions, cosmics, etc. For example: n+H n+Gd

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E.g., 750-ton capacity crawler crane performing test lift of 750 tons Relatively flat terrain allows “inexpensive” movement of detectors on surface. Many crane options with adequate capacity Surface movement either with multi-axle “truck” on gravel road or with surface rail system (depends on acceptable stresses)

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Example of transporter moving 550 ton drum from ship to crane hook

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Conceptual Mechanical Design Design issues: Support for concentric acrylic vessels Integration of source calibration system with vessel support Integration of detector design with surface movement (i.e., what is maximum safe instantaneous acceleration?) Engineering of active and passive veto system

Underground Construction Estimate: 

Underground Construction Estimate A detailed estimate of cost and schedule for underground construction at the Braidwood site was recently performed by Hilton and Associates, Inc. (tunnel cost estimating consultants). Complete estimate of costs associated with underground facility; including all civil construction, underground outfitting (pumps, elevators, ventilation, etc.); even includes cost associated with decommissioning shafts at end of experiment. Does not include permanent surface buildings or detectors. Components of cost separated in enough detail to allow scaling of costs with changes in design.

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Braidwood Site Reactors Controlled perimeter

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Layout for underground construction estimate Far shaft Near shaft Near detect. hall Reactors Braidwood

Layout for Underground Construction Estimate: 

Layout for Underground Construction Estimate

Near & Far Shaft Layouts: 

Near & Far Shaft Layouts Not to Scale Tunnel cross section

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Two Styles of Detector Halls Near hall: Far hall: 12 14 15 m 12 14 32 m 12 m 12 m 2 m Detector hall cross section

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Two Styles of Detector Halls Near hall: Far hall: 12 14 15 m 12 14 32 m 12 m Detector hall will accommodate active and passive shielding  tracking passive shielding

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Layout used for underground construction estimate: 300 mwe, two shafts, different detector hall designs, 300m tunnel Cost: $35 million; Time: 39 months with sequential construction. Revised layout: Increase depth to 450 mwe (160 m rock + 20 m soil) contingent on bore hole results Site near detector shaft to shorten or eliminate tunnel stub Use near hall design at both near and far sites Cost: $25-35 million Time: ~36 months with sequential construction of near and far sites; < 2 years with simultaneous construction of sites.

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Revised Layout Far shaft Reactors Braidwood Site near shaft to shorten or eliminate tunnel

Conclusions: 

Conclusions Settle surface layout (location of shafts, infrastructure for detector movement) in consultation with Exelon. Drill bore holes to full depth at both shaft positions: provides info about geology, radioactivity, density; will reduce contingency required for construction. Optimize detector design for acceptance uncertainty and background rejection (buffer regions, calibration system, active and passive shielding, etc.) Braidwood site appears very attractive High power reactor with cooperative management Can use vertical shafts to reach necessary depth Surface movement of detectors seems technically feasible. Short-term Plans: