15 march 2004cal poly meeting status of midwest 13 effort status of braidwood site general strategy...

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15 March 2004 Cal Poly Meeting Status of Midwest 13 Effort Status of Braidwood site General strategy and layout of experiment Civil construction estimate Plans Ed Blucher (A vertical shaft access experiment)

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15 March 2004 Cal Poly Meeting

Status of Midwest 13 Effort

• Status of Braidwood site

• General strategy and layout of experiment

• Civil construction estimate

• Plans

Ed Blucher

(A vertical shaft access experiment)

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

We considered several sites in Illinois and Kansas. We have focused on the Braidwood site managed by Exelon.

Exelon has been very cooperative, providing extensive geological information, detailed site drawings, etc. No objection to detector just outside controlled perimeter.

Exelon:

“We are excited about the possibility of participating in a scientific endeavor of this nature”

“At this time we see no insurmountable problems that would preclude going forward with this project…”

Braidwood site

Braidwood site

Features of Braidwood site:

• 23.6 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)

Detector Concept

~200 m ~1600 m

Sensitivity goal: sin22~0.01

General Strategy of Experiment

• 1 near detector and 2 far detectors• 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• 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 detector at ~1800 m• Full detector construction above ground

3-zone Gd-based Detector

I

IIIII

I. Gd-loaded liquid scintillatorII. catcher: liquid scintillator (no Gd)III. Non-scintillating buffer

I. R=1.9 m, m=25 tonsII. R=2.4 mIII. R=3.25 m

6.5 m

I. R=2.4 m, m=50 tonsII. R=2.7 mIII. R=3.25 m

Total detector mass ~150 tons

PMTsTwo examples:

750-ton capacity Crawler Crane

Test lift of 750 tons

Braidwood Site

Reactors

Controlled perimeter

Layout for underground construction estimate

Far shaftNear shaft

Near detect. hall

Reactors

Braidwood

Basis of Underground Construction Estimate

Reactors

300 m

1600 m

1800 m

TWO SHAFT LAYOUT (Forms Basis of Estimate) (Schematic scope representation - shaft and tunnel layouts will be adjusted to match site constraints)

10 m Ø Shaft

12 m Span Detector Rooms

8 m Span Running Tunnel on 1% Gradient

4 m Span Safety Refuge 1 m Ø Ventilation Shaft (Separate Air Supply) 12 m Span

Detector Room 32 m long

1% Gradient to Shaft for gravity drainage

Reactors

Safety Refuge

NOT TO SCALE

120m to Tunnel Crown

Near & Far Shaft Layouts

Not to Scale

10 m

6.5 m

0.75m Duct

0.75m Duct

2 Alimak SE Elevators

~ 90 x 120 cmAssembled Detector

Cable Rack

Cable Rack

Water Pipelines

6.5m

8m

30cm

8.5m

Flexible Cables (wall mounted)

Rigid Pipes (floor mounted)

Detector Section

Assume Diablo Canyon Loads

Tunnel cross section

Two Styles of Detector Halls

Near hall:

8.5m

8m30cm

3 m

11m

3 m bolts on 1.5 m centers

1.75 m bolts on 1.5 m centers

1.75m bolts on 2 x 2.5 m pattern

12 m

Far hall:

12 14 15 m

12 14 32 m

12 m

12 m

2 m

Detector hall cross section

Layout used for underground construction estimate:300 mwe, two shafts, different detector hall designs, 300m tunnel ~ $35 million, 39 months (sequential shaft construction)

Revised layout:•Increase depth to 450 mwe (160 m rock + 20 m soil) contingent on bore hole results Additional cost: $5 million + 6 months (3 months per shaft)

•Site near detector shaft to shorten or eliminate tunnel stubPotential savings: $9 million and 9 months

•Use near hall design at both near and far sitesSavings: $1 million

Cost of revised layout: ~$30 million ($25-35 million)Construction time: ~36 months with sequential construction of near and far sites; reduced time with simultaneous construction

Revised Layout

Far shaft

Reactors

Braidwood

Site near shaftto shorten oreliminate tunnel

Plans

• Settle location of shafts (in consultation with Exelon)• Bore holes to full depth at both shaft positions: info

about geology, radioactivity, density; will reduce required contingency for construction

• Complete surface layout: (e.g.,surface building(s), infrastructure for detector movement)

• Optimize detector design (buffer regions, calibration system, active and passive shielding, etc.)