Underwater NDE Systems in the JHR Towards integration issues Le - - PowerPoint PPT Presentation

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Underwater NDE Systems in the JHR Towards integration issues Le - - PowerPoint PPT Presentation

12 th IGORR October 28-30, 2009, CIAE-BEIJING, P.R. CHINA Underwater NDE Systems in the JHR Towards integration issues Le Guillou & all - 12th IGORR 09 1 CEA / JHR ENDs Interfaces Underwater NDE Systems in the JHR: Required Systems


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SLIDE 1

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 1

12th IGORR – October 28-30, 2009, CIAE-BEIJING, P.R. CHINA

Underwater NDE Systems in the JHR Towards integration issues

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SLIDE 2

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 2

Underwater NDE Systems in the JHR:

Required Systems

Two Imaging Systems (IS) in the reactor pool:

1 GXIS: Gamma & X Imaging System Spectrometry passive γ and Transmission High Energy X rays ⇒ Mechanical bench + collimator with a complex and accurate instrumentation architecture Note: CEA and VTT (Finland) develop a collaboration to design and supply this GXIS system 1 NIS: Neutron Imaging System => Using high neutron flux coming from the core => Mechanical bench + underwater neutron collimation and instrumentation

JHR experimental programme objectives:

Assessment of irradiation nuclear fuel experiments

Emission and Transmission Nuclear Measurements + Tomography γ and n

Interest:

Both systems may deliver Experimental results Images up to 3D

(scanning, localised, tomography)

Complementarity between n and γ γ γ γ assessments

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SLIDE 3

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 3

Underwater NDE Systems in the JHR:

Systems characteristics

Technical Objectives:

Higher accurate goals than present possibilities (OSIRIS, etc…) Taking « realist to day state of art » :

Expected resolution of (100μ μ μ μm)3 => to day ~(500 μ μ μ μm)3

Global Engineering Difficulties & Goals: Constraint interfaces (objective of this

presentation) Integration of accurate mechanical benches in the pool, Design of the collimator plug penetration (feedthoughs with vessel liner and concrete frame, …) Main accurate exigences for the 3 axis & rotation positions: X, Y, Z: +/- 0,1 mm θ θ θ θ +/- 0,05° ° ° ° Specific assessment files: Safety, transfert exigencies, etc… => Especially: need of seismic mechanical design

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SLIDE 4

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 4

Reactor Pool General Horizontal View: GXIS and NIS positions

GXIS: Gamma & X Imaging

Mechanical Bench System

Virtual Device transfert channel = > To Device transfert channel NIS: Neutron Imaging

Mechanical Bench

System

NIS: neutron collimator

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SLIDE 5

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 5

Reactor Pool General Vertical View: NIS position (upper part)

Head of experimental device settle settle on the neutron bench

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SLIDE 6

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 6

JHR General Horizontal View: Reactor and auxilliary zones

Devices Transfert Channel 3 storage pools

GXIS NIS

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SLIDE 7

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 7 JHR NDE - View over the Reactor Pool Handling system tools (experimental

applications)

Interfaces with GXIS GXIS bench

Virtual transfert channel

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SLIDE 8

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 8

NDE Systems in the JHR: GXIS system Development and management Expected Planning

=> CEA and VTT (Finland) develop a collaboration to design and supply

this GXIS system 4 technical phases:

  • Feasibility:

2008 to ~june 2010

  • Conception (detail design)

~june 2010 to ~june 2011

  • Realization (and supply)

~june 2011 to end 2012

  • Installation (and tests on site JHR)

2013 to ~june 2014

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SLIDE 9

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 9

NDE Systems in the JHR: GXIS main interfaces difficulties Close to the end of the feasability phase tree main technical challenges are noted:

1. Mechanical accurancy: especially bench position

goal = 0,1 mm

(compared to the bench lengh ~10 meters !)

1. Feedthrought (especially the « nose » guide which create a pool

penetration):

=> critical interface « Bench / Pool Liner »

⇒ leak risk to be excluded (the nose is a 2nd barrier): risk of internal

agression to be excluded during working phases; need a deep analysis of seismic behavior

2. Mechanical behavior of the bench during a seismic scene

⇒ Non agression of the liner ⇒ integrity criteria (risk of internal agression to be excluded ..) ⇒ High level of the set of acceleration references (despite of anti seismic

technical dispositions)

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SLIDE 10

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 10

NDE Systems in the JHR Mechanical reactor bench: vertical view

Bench Geometrical dimensions: ~10 meters lengh in

the reactor pool + pool

bank and « nose » critical interfaces !

feedthrought

Pool bank interface

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SLIDE 11

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 11

NDE Systems in the JHR Mechanical feedthrought and « nose »

interface with the bench

30

artistic view of the nose

460 mm 525 mm

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SLIDE 12

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 12 NDE Systems in the JHR: Gamma & X Imaging System

Mechanical Immerged Bench

(principles principles)

Experimental device in measurement position RX IMMERGED COLLIMATOR & Detector Bench (Mobile part : X,Y,Z,θ θ θ θ) Bench (frame) Top support bench: interface with pool bank (strong anchor) Feedthrough with γ γ γ γ collimator inside and the « nose » bench guide (Z free)

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SLIDE 13

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 13 NDE Systems in the JHR: Gamma & X Imaging System

Mechanical Immerged Bench (principles

principles) Principle View about « fuel experimental device/Bench mobile part »

Experimental device in measurement position Bench (Mobile part) :

Z X,Y,θ Frame

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SLIDE 14

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 14

NDE Systems in the JHR:

Gamma & X Imaging System

Mechanical Bench Architecture: global assembly (principles principles) Electrical cupboard Plate interface with pool bank Bench (frame) Bench (mobile part) Interface plate anchored

in the platform reactor pool

Stool structure

(to be assessed and designed after seismic calculations)

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SLIDE 15

Le Guillou & all - 12th IGORR 09 CEA / JHR ENDs Interfaces 15 NDE Systems in the JHR Specific bench modular conception exigences

The reactor bench equipment will be transferred trough a “sas” to its pool bank place (figure): that must determine a modular conception of the bench.