JPARC- Decay Volume M.Sakuda (KEK) 11 November 2003 In - - PowerPoint PPT Presentation

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JPARC- Decay Volume M.Sakuda (KEK) 11 November 2003 In - - PowerPoint PPT Presentation

JPARC- Decay Volume M.Sakuda (KEK) 11 November 2003 In collaboration with A.Ichikawa, E.Kusano, Y.Yamada, T.Kobayashi, H.Noumi, M.Takasaki, T.Ishida, Y.Hayato, Y.Oyama, T.Suzuki, T.Miura 1. Decay Volume Requirements Design 2.


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SLIDE 1

JPARC-ν Decay Volume

M.Sakuda (KEK) 11 November 2003

In collaboration with

A.Ichikawa, E.Kusano, Y.Yamada, T.Kobayashi, H.Noumi, M.Takasaki, T.Ishida, Y.Hayato, Y.Oyama, T.Suzuki, T.Miura

  • 1. Decay Volume

Requirements Design

  • 2. Construction Status
  • 3. Summary and schedule
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SLIDE 2
  • 1. Decay Volume (DV)

Primary Proton beamline Target Station Decay Volume 280m Near Detector SK 50GeV PS µ pit 3NBT Requirements

0.8MW of energy loss in DV region

@4MW operation.

Radiation safety regulation Cooling Mechanical stability Tight schedule

Construction of 3NBT tunnel will begin from JFY2004. A part of DV beneath 3NBT, 30m long, must be completed in May, 2005. 110m

slide-3
SLIDE 3

Heat Generated at Decay Region (4MW)

suppresses particles effectively.

Z=0

10m(20cmt)

Target Station

Collimator 16mmt Decay Volume

Concrete Steel plate (Pipe)

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SLIDE 4

Design of Decay Region

1) Mechanical shape

  • (square) box is cheaper than Ο (cylinder) by 20-30%.
  • 16mm-thick steel is strong enough to endure the weight of 2m

concrete during the construction and the thermal stress (later).

  • One plate is 4mx2m wide, welded with ribs embedded in
  • concrete. In addition, anchors every 4.5m pitch.

2) 5.0-5.9m thick concrete and 6m of soil surrounding the iron box is needed for radiation safety regulation <5mSv/h. (Oyama’s report) 3) Filled with Helium

  • About 7% more flux than air.
  • Less Tritium rate by a factor 1/3 than air. (<30Bq/cc)

4) Cooling under 4MW for Iron <60deg, Concrete <120deg

  • 20 Plate-Coils (S=6.7cm2) with 1.2m/sec water flow
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SLIDE 5

Decay Pipe

114m

1.5m x 1.9m at the entrance 3.0m x 5.4m at the end

Top View Side View

Design of Decay Region

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SLIDE 6

SK ~10km HK

SK HK 3° 2° 3° 2° DV center ) 3° 2° 1.51° 0.02° ° 0.784

Beam View

3.11°(OAB2° beam axis) 3.64°(OAB2.5°) 4.16°(OAB3°) Best Fit 3.43° (OAB2.3° Beam Axis)

Decay Volume

Decay Volume common with SK/HK

ハイ パーカ ミ オカ ンデの候補地

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SLIDE 7
  • 2. Construction of Decay Volume
  • Iron Plates (16mmt) with PlateCoils -
  • Production in 2002-2003
  • 71.4m(/110m) plates purchased.

Platecoils welded on iron plate

Platecoils (1cmtx6.5cmw)

slide-8
SLIDE 8

(continued)

Complete Pressure test

2 0 0 3 年3 月

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SLIDE 9

Platecoil for Water Cooling System

Chemical Plant Beer Vessel Experimental Instrument Decay pipe Joint

  • Many industrial applications
  • Cheap and reliable
  • Welded on the inside wall of

decay pipe

  • Area 6.7cm2 ,1.2m/sec
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SLIDE 10

Arrangement of Watercooling Pipes (platecoils) inside DV iron plates

Cross section Beam direction Top Side Bottom

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SLIDE 11

Thermal analysis for 4MW beams

Thermal

Conductivity (kcal/m・ hr・ ℃) Density (kg/m3)

Specific heat

(kcal/kg・ ℃) S t e e l C

  • n

c r e t e S

  • i

l

44.2

1.4 . 4 6 7860. 2300. 1 8 9 .

0.113 0.21 . 2 1

  • FEM analysis for

4MW beam with 40 water-cooling platecoils

  • Realistic condition

(1/2 year 100%, 1/2year 0%)x30year. Input water =30degC Max temperature

  • Plate <60degC
  • Concrete <120degC

OK.

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SLIDE 12

Mechanical Analysis

Young modulus 19600kgf/mm2, Poisson ratio 0.3, Linear expansion coefficient 0.00001153 1 /℃

  • ~4m x 1.8m steel welded with steel ribs

(H channels) at every corner. In addition, anchors are welded every 0.45m. No Buckling happens below 70 °C. 4m 1.8m

· ·

Ribs Anchor

Mechanical Specifications are decided.

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SLIDE 13

Utility room At Target Station Decay Volume Buffer tank Buffer tank(10m3x3) Dilution tank(10m3x3) Heat exchange Heat exchanger Disposal 15Bq/cc Utility room At Beam Dump

Design for Water Circulation System

  • A first draft-
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SLIDE 14

Summary

  • FY2003:Design of the decay volume (Z=10-110m) with 4MW beam condition

complete.

  • FY2002-2003: Iron plates with platecoils (for 71m long) purchased.
  • FY2003:
  • Civil engineering design of Decay Region is being done.
  • Details of the installation (Spec Document for installation of DV) must be

decided within FY2003. Schedule and budget is very tight.

  • Construction of 3NBT line will begin in FY2004. DV beneath 3NBT tunnel,

30m (70m) long, must be completed in May, 2005.

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SLIDE 15
  • Tasks
  • Spec document for the DV installation (FY2004)
  • Design of Collimators+Iron plates(10m-long 20cm-thick)
  • Design Vacuum system+Window and Endplate
  • Design of water circulation system
  • How to protect iron plates from rusting with seawater permeating nearby
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SLIDE 16

Decay Volume Schedule

2002 2003 2004 2005 2006 2007 2008 2009

Design

Iron plates

Production DV crossing 3NBT 70m(30m) Installation DV Remainder 40m(80m) Installation

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SLIDE 17

Disposal Scenario of Radioactive Water

Y.Oyama

  • After 20days operation, all radioactive water is transferred to a DP

tank in the disposal system. The cooling system for decay volume considers this scheme.

  • They are mixed with fresh water in the dilution tank.
  • After measurement of radioactivity in the dilution tank, the water

can be disposed. It takes 1 or 2 days for the measurement.

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SLIDE 18

Arrangement of Iron Plates on DV