DOE-HDBK-6004-99, Supplementary Guidance and Design Experience for the Fusion Safety Standards DOE-STD-6002-96 and DOE-STD-6003-96
Functional areas: Fusion Facilities, Administrative Procedures
Two standards have been developed that pertain to the safety fusion facilities. These are DOE-STD-6002-96, Safety of Magnetic Fusion Facilities: Requirements, and DOE-STD-6003-96, Safety of Magnetic Fusion Facilities: Guidance. The first of these standards identifies requirements that subscribers to that standard must meet to achieve safety in fusion facilities. The second standard contains guidance to assist in meeting the requirements identified in the first. This handbook provides additional documentation on good operators of previous fusion facilities and related systems. It is intended to capture the experience gained in the various fields and pass it on to designers or future fusion facilities as a means of enhancing success and safety.
Document text
Text extracted from the attached file. Refer to the original document for the authoritative version.
Section 1
TS
NOT MEASUREMENT
SENSITIVE
DOE-HDBK-6004-99
January 1999
DOE HANDBOOK
SUPPLEMENTARY GUIDANCE AND DESIGN
EXPERIENCE FOR THE FUSION SAFETY
STANDARDS DOE-STD-6002-96 AND
DOE-STD-6003-96
U.S. Department of Energy AREA SAFT
Washington, D.C. 20585
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited.
This document has been reproduced from the best available copy.
Available to DOE and DOE contractors from ES&H Technical Information
Services, U.S. Department of Energy, (800) 473-4375, fax: (301) 903-9823.
Available to the public from the U.S. Department of Commerce, Technology
Administration, National Technical Information Service, Springfield, VA 22161;
(703) 605-6000.
DOE-HDBK-6004-99
FOREWORD
Two standards have been developed that pertain to the safety of fusion facilities. These are DOE
STD-6002-96, Safety of Magnetic Fusion Facilities: Requirements, and DOE-STD-6003-96, Safety
of Magnetic Fusion Facilities: Guidance. The first of these standards identifies requirements that
subscribers to that standard must meet to achieve safety in fusion facilities. The second standard
contains guidance to assist in meeting the requirements identified in the first. This handbook provides
additional documentation on good operations and design practices as well as lessons learned from the
experiences of designers and operators of previous fusion facilities and related systems. It is intended
to capture the experience gained in the various fields and pass it on to designers of future fusion
facilities as a means of enhancing success and safety.
The sections of this document are presented according to the physical location of the major systems
of a fusion facility, beginning with the vacuum vessel and proceeding to those systems and
components outside the vacuum vessel (the “Ex-vessel Systems”). The last section describes
administrative procedures that cannot be localized to specific components. It has been tacitly
assumed that the general structure of the fusion facilities addressed is that of a tokamak, though the
same principles would apply to other magnetic confinement options.
In what follows, use of the term “shall” has been avoided because this document is intended as advice
and guidance only. It is not to be construed as regulatory in any way. In a similar vein, references
to: safety-class or safety-significant structures, subsystems, and components should be viewed with
the understanding that use of these designations, though not mandatory in the Requirements standard
(DOE-STD-6002-96), are recommended in the Guidance standard (DOE-STD-6003-96). Again, the
content of this document represents accumulated conventional wisdom of those who have experience
building such systems and facilities.
The material here is collected from a wide variety of sources. With the intent of capturing the
information rather than making the product a polished document, there will be some variations in style
and approach evident in the various sections. The authors felt allowing these variations would be a
good stewardship of resources in the times of fiscal restraint and uncertainty in which this document
was prepared.
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INTENTIONALLY BLANK
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DOE-HDBK-6004-99
CONTENTS
FOREWORD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
ACRONYMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xv
Section 2
SECTION I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
VACUUM VESSEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
GENERAL SAFETY DESIGN CRITERION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
POTENTIAL SYSTEM SAFETY FUNCTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
DESIGN CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Structural Design Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Hydrogen Detonation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
SAFETY-RELATED DESIGN STANDARDS AND CRITERIA . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Individual Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Static Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Normal Operating Pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Normal Operating Thermal Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Electromagnetic Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Interaction Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Natural Phenomena Hazard Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Loss-of-coolant Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Hydrogen Detonation Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Site-generated Missile Impact Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Combined Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Cyclic Loading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Structural Acceptance Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Vacuum vessel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Piping, Pumps and Valves . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Section 3
Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Deflection Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Weld Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Pressure Test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Computer Code Verification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Instrumentation and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Vacuum Vessel Penetrations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Ventilation and Exhaust System Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Confinement Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Containment Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
RECOMMENDED DESIGN PRACTICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Windows . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Bellows . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Ceramic Breaks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
SECTION I REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
SECTION II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
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EX-VESSEL SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
MAGNET SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Recommended Design Practice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
CRYOSTAT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Section 4
General Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
CONFINEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Ventilation/HVAC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Ventilation systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Structural Design Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
General Safety Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Potential System Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Safety-Class Design Standards and Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
HVAC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Potential Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Safety-Related Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
System Boundary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Structural Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
INSTRUMENTATION AND CONTROL SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
General Safety Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
I&C System Analysis and Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Control System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Safety System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Instrumentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Potential System Safety Function . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Safety Related Design Standards and Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Diversity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Section 5
Graded Approach to Defense In Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Response Time Requirements and Margins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Qualification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Human Factors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Testability and Maintainability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Power . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Control Room Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Safety Actuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
TRITIUM SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
General Safety Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
Generic System Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
Tritium Storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Tritium Transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Tritium Recovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Tritium Purification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
System Cleaning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Potential System Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
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Normal Operation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Maintenance: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Design Basis Accidents: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Internal Initiators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
External Initiators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Beyond Design Basis Accidents: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Safety-Class Design Standards and Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
Section 6
Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
Structural Acceptance Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Deflection Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Testing and Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Computational Methods Validation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Radiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Thermal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Tritium Embrittlement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Penetrations of Confinement Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Instrumentation and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Confinement Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Primary Confinement Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Secondary and Higher Order Confinement Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Segmented Tritium Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Protection For Natural Phenomena . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Protection from Environmental Conditions and Missiles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Conversion of Elemental Tritium to Tritium Oxide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Heat Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
System Cleaning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Section 7
Radiation Shielding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Confinement Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Structural Design Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Hydrogen Fire and Detonation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Hydrogen Fires . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Hydrogen Detonations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Metal Embrittlement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Exchange with Hydrogen, Hydrogenated Compounds, and Hazardous Wastes . . . . . . . . . . . . . 46
Components of Primary Confinement System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Recommended Design Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Materials of Construction for Primary Confinement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Recommended Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Materials Not Recommended . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
Piping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
Pumps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
Valves . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
Pressure Relief . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
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Heating and Ventilation - Personnel Zones . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Primary System Cleaning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Past Design Practice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Tritium Confinement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Metal Hydride Technology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
Tritium Storage Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
Purification Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
Tritium Purification, Stripping and Recovery Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Purification Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Section 8
Stripping and Recovery Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Tritium Control, Accountability and Physical Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Legal Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Nuclear Safety Rules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
DOE Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Good Practices - Nuclear Material Locations at a Fusion Facility . . . . . . . . . . . . . . . . . . . . . 56
Tritium Measurement Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58
Composition Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59
Thermal Methods of Inventory Measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59
Tritium Concentration Measurement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Facility Measurement Recommendations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Measurement of tritium input / output to facility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
In Process tritium measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
Tritium in Waste Streams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
Stack emission measurements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
COOLING SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
General Safety Design Criterion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62
Potential System Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62
Normal Operation, Shutdowns and Anticipated Off-normal Events . . . . . . . . . . . . . . . . . . . . . . 62
Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62
Design Basis Accidents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
Internal Initiators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
External Initiators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
Potential Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
Beyond Design Basis Accidents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
Section 9
Safety Design Standards and Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65
Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65
Structural Acceptance Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
Deflection Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
Testing and Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
Computational Methods Validation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
Instruments and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69
Passive Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
Recommended Design Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
Generic System Descriptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
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Past Design Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
ELECTRICAL POWER SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
General Safety Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72
Potential System Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73
Safety-Class Design Criteria and Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74
General Design Safety Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74
General Design Criteria/Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74
Radiation/Contamination and Equipment Life . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77
Control and Instrumentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77
Safety-class Diesel Generators and/or Combustion Turbine Generators . . . . . . . . . . . . . . . . . . . 77
Section 10
Switchgear and Load Centers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78
Motor Control Centers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79
AC Motor Control Centers: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79
DC Motor Control Centers: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79
Direct Current Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Vital Instrumentation and Control Power Supply . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Motors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Power, Control, and Instrumentation Cables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82
Raceways and Trays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83
Electrical Penetrations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84
Separation of Facility Safety Systems/Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85
Redundant Channel Separation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86
Non-redundant Separation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86
Cable Tray Separation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86
Cable Color Coding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86
Reliability Design Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87
Independent Design Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88
Electrical Power Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88
Combustion turbine-generators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88
Grounding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88
System and Equipment Grounding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88
Cathodic Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89
Lightning Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89
Fire Detection and Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89
REMOTE MAINTENANCE SYSTEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
System Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Section 11
General Safety Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Potential System Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91
Normal Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91
Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91
Design Basis Accidents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91
Beyond Design Basis Accidents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91
Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
Normal Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
Natural Phenomena and Accident Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
Instrumentation and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93
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Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94
Function Protection for Natural Phenomena . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94
Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94
Mechanical Test Capabilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95
Special Test Capability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95
Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95
Radiation Shielding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
Structural Design Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
Hydrogen Fires and Detonation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
Expected Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
General Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
High Power Equipment in Confined Spaces. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97
Plasma Energy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97
Section 12
Cryogenic. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97
Radiological Fields. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97
Radiological Contamination. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Magnetic Fields. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Radio Frequency Fields. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Hydrogen Isotopes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Materials Of Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Material Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98
Material Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99
Wiring Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99
Maintenance of Remote Handling Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Contamination Control. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Assembly and Disassembly Techniques. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Special Handling Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Past Design Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Activation Control Methods. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Contamination Control Methods. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Electronics Protection Methods. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Internal Wiring Methods. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Operational Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Mode of Operation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101
Collision Avoidance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Multiple Remote Device Coordination. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Swing Free Crane Technology. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Retrieval Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Redundancy of Critical Controls. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Section 13
Remote Release. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
Safe Return of Equipment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103
Recommended Design Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103
Potential Safety Functions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103
Safety Related-Design Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103
Structural Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104
Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104
Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105
Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106
Assembly and Disassembly Techniques. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106
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Special Handling Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106
Design Guidance for Typical Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107
Closed Circuit Television (CCTV) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107
Electro Mechanical Manipulator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107
Cranes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108
Remote Manipulators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109
Hoists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109
Remote Connector Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109
Specialized Tools . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109
Robots . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110
SECTION II REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 112
SECTION III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
ADMINISTRATIVE AND OPERATIONAL TECHNIQUES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
CONCEPT OF OPERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Supplemental Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Section 14
Policy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Operations Organization and Administration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Shift Routines and Operating Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121
Control Area Activities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Communications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Control of On-Shift Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Investigation of Abnormal Events . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Notifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Control of Equipment and System Status . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Lockouts and Tagouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Independent Verification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Logkeeping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122
Operations Turnover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Operations Aspects of Facility Chemistry and Unique Processes . . . . . . . . . . . . . . . . . . . . . . . 123
Required Reading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Timely Orders to Operators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Operations Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Operator Aid Postings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Equipment and Pipe Labeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
EMERGENCY PREPAREDNESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Supplemental Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
Concept of Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
Operational Emergency Event Classes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
Alert . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
Section 15
Site Emergency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
General Emergency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
Emergency Plans and Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125
Hazards Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125
Emergency Response Organization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126
Offsite Response Interfaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126
Notification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126
Consequence Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126
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Protective Actions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127
Medical Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127
Recovery and Reentry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127
Public Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128
Emergency Facilities and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128
Drills and Exercises . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128
Drills . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
Exercises . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
TRAINING AND QUALIFICATION REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
Supplemental Guidance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
Administrative Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
General Facility Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
Training Organization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130
Contracted Personnel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130
Facility Training Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130
Personnel Selection and Staffing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
Personnel Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
Section 16
Personnel Staffing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
Training Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
Training Matrices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
Qualification and Certification Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
Management Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
Training Exceptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
Training Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
Training Required for Facility Access . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
Initial Training Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Continuing Training Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Maintenance of Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Qualification Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Qualified Operators and Supervisors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Education and Experience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133
Specific Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Medical Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Written Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Operational Evaluations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Maintenance of Proficiency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Requalification Factors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Other Qualified Positions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134
Certification Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Certified Operators and Supervisors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Education and Experience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Specific Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Medical Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Written Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Section 17
Oral Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Operational Evaluations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Independent Verification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136
Maintenance of Proficiency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136
Recertification and Certification Extension . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136
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Other Certified Positions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136
Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136
Written Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137
Oral Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137
Operational Evaluations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137
Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137
APPENDIX A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 139
CONDUCT OF OPERATIONS SUPPLEMENTAL GUIDANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . 139
APPENDIX B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141
EMERGENCY PREPAREDNESS SUPPLEMENTAL GUIDANCE . . . . . . . . . . . . . . . . . . . . . . . . 141
APPENDIX C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143
EMERGENCY PREPAREDNESS DEFINITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143
APPENDIX D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145
TRAINING AND QUALIFICATION REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145
TERMS AND DEFINITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145
GUIDANCE DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147
EDUCATION AND EXPERIENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149
Minimums . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149
Alternatives Guidelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149
Education Alternatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
High School Alternatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
College Alternatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Section 18
Experience Alternatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Substitution of Course Work and Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Training And Qualification Requirements - Basis and Rationale . . . . . . . . . . . . . . . . . . . . . . . 151
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INTENTIONALLY BLANK
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ACRONYMS
ACI American Concrete Institute
AFOSH Air Force Occupational Safety and Health
AISC American Institute of Steel Construction
ANSI American National Standards Institute
API American Petroleum Institute
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWWA American Water Works Association
BIL Basic Impulse Level
BSR Bureau of Standards Review
CFR Code of Federal Regulations
CMMA Crane Manufacturers Association of America
EIA Electronic Industries Association
EJMA Expansion Joint Manufacturers Association
ESF Engineered Safety Features
H&V heating and ventilating
HEI Heat Exchanger Institute
HIS Hydraulic Institute Standards
HMI Hoist Manufacturers Institute
HVAC heating, ventilating, and air conditioning
I&C instrumentation and controls
IEC Institute of Electrical Contractors
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IEEE Institute of Electrical and Electronics Engineers
IPCEA Insulated Power Cable Engineers Association
ISA Instrument Society of America
ITER International Thermonuclear Experimental Reactor
JIC Joint Industrial Council
MCC motor control center
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
NIOSH National Institute of Occupational Safety and Health
NPH Natural Phenomena Hazards, (DOE 5480.11)
NUREG Nuclear Regulatory Commission document
OSHA Occupational Safety and Health Administration
PIE postulated initiating events
PPE personal protective equipment
PVTC pressure-volume-temperature-composition
RG Regulatory Guide
RIA Robotics Industrial Association
SAR Safety Analysis Report, (DOE 5480.28)
SSC Structures, subsystems, and components
TEMA Tubular Exchanger Manufacturers Association
UHMWPE Ultra high molecular weight polyethylene
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SECTION I
VACUUM VESSEL
Many of the components within and part of the vacuum vessel vacuum are unique to fusion systems.
Thus, there is little precedence in the established codes and standards and little experience in the
design of those components. Much of the design experience is taken from the design of plasma
experiments where the power levels and radiation fluxes are much lower.
The vacuum vessel is assumed to be a torus-shaped container usually made of a metal or metallic
alloy, and its volume can be several times the plasma volume. It can be thin-walled or thick-walled.
It may be double-walled with coolant passages between the walls. The perimeter of the vacuum
vessel is outfitted with a number of ports for mounting hardware for plasma fueling and heating,
plasma conditioning and for vacuum pumping. These ports can vary in size and shape and are usually
located above, below, and on the horizontal plane as well as on top and bottom of the vacuum vessel.
It may be of all-welded, continuous construction or use bolts between toroidal segments with vacuum
seal welds at the joint.
Section 19
GENERAL SAFETY DESIGN CRITERION
If required by the facility safety analysis, the vacuum vessel will be a confinement or containment
barrier for tritium and tritiated compounds, radioactive impurities and activated dust. The
requirement for robustness of the barrier will be defined in the safety analysis and implemented in the
design. In performing this function, the vacuum vessel will be classified as a safety-class system. If
the vacuum vessel is not considered a confinement or containment barrier in the safety analysis, those
vacuum vessel components whose single failure results in loss of capability of another safety-class
system to perform its safety function should be designated as safety-class components. The vacuum
vessel may also be a physical barrier between different fluid streams (such as liquid metal and water)
whose interconnection could potentially produce large energy release events which could compromise
nearby safety-class systems.
POTENTIAL SYSTEM SAFETY FUNCTIONS
If the safety analysis requires that the vacuum vessel be a confinement or containment barrier, the
following safety functions are specified:
1. Normal operation including anticipated operational likely and unlikely events - to act as the first
barrier for tritium and tritiated compounds, radioactive impurities and activated dust.
2. Maintenance
a) To act as the first barrier for tritium and tritiated compounds, radioactive impurities and
activated dust during maintenance external to vacuum vessel.
b) To act as a partial confinement barrier as defined in the safety analysis for tritium and
tritiated compounds, radioactive impurities and activated dust during maintenance inside the
vacuum vessel.
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3. Design Basis Accidents - To act as the first barrier for tritium and tritiated compounds,
radioactive impurities, activated dust, or any other coolant or material located in the vacuum
vessel during design basis accidents.
Design basis accidents will be specified in the safety analysis and mitigated in the system design
requirements. A accident probability, P, for defining a design basis accident is typically
10-4/year>P>10-6/year; the actual probability will be specified in the facility safety analysis. The
following are potential design basis accidents for fusion DT facilities: burn excursion, loss of vacuum
pumping, loss of vacuum, loss of flow or coolant pressure to actively-cooled components inside the
vacuum vessel, chemical reactions including hydrogen detonation, site-generated missile impact, and
design basis natural phenomenon: earthquake, flooding, and severe winds. However, any of these
may be categorized as likely or unlikely events depending on the probability as assessed in the safety
analysis.
4. Beyond Design Basis Accidents - There are no system safety functions required for beyond design
basis accidents.
DESIGN CONSIDERATIONS
General
The primary confinement or containment should normally be provided by the pressure boundary of
the fusion machine, its associated vacuum system, and the various tritium systems (DOE 6430.1A
(c)). If this barrier is deemed a safety-class system, then other hardware with pressure containing
surfaces on the vacuum boundary are safety-class components and must be designed to function as
confinement or containment as appropriate in the same operational and accident modes for which the
vacuum vessel is designed.
Structural Design Codes
Section 20
DOE Order 6430.1A, General Design Criteria, required that safety-class components be designed,
fabricated, inspected, and tested in accordance with the ASME Boiler and Pressure Vessel Code,
Section III, Class 3 or to a comparable safety-related code. The following discussion modifies this
requirement for fusion safety-class items to provide more flexibility in design and manufacturing
without compromising the safety function of the item. The complex nature of many fusion
components may require specific analysis under the alternate design rules of Section III, Class 1 or
2 or the comparable elements of Section VIII, Division 2 for pressure vessels. In defining a
comparable code to ASME Section III, the use of ASME Section VIII is acceptable if additional
standards are provided in areas such as attached valves, pumps, piping and supports, enhanced quality
assurance and radiation effects which are comparable to relevant parts of Section III. In general, a
detailed comparison should be made between ASME, Section III and the comparable code to be used
to design safety-class items to demonstrate actual comparability. This code comparison should be
performed early in the design phase and should be endorsed by the licensing or regulatory authority
to ensure the design product will be acceptable for construction. Finally, the actual stamping of a
vessel designed, fabricated, inspected, and tested to Section III or VIII is not addressed by this
document nor in the Fusion Safety Standards and is considered to be a decision between the owner,
fabricator, and the cognizant regulatory agency.
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Hydrogen Detonation
A hydrogen detonation is a potential hazard which may occur as part of a design basis accident
(typical probability > 10-6 per year). If it does occur and the vacuum vessel is a confinement or
containment barrier, then the required integrity of the barrier must be maintained during and after this
event, although the non-safety-related functions of the vacuum vessel (such as ability to maintain high
vacuum) can be compromised. If the vacuum vessel is not a confinement or containment barrier and
a hydrogen detonation is credible, it must be shown that no failure of a vacuum vessel component due
to this event can degrade the function of an adjacent safety-class system or item.
Section 21
To determine if a potential hydrogen detonation can occur in a design basis accident, it is necessary
to evaluate the likelihood of having the three ingredients for detonation at the same time: hydrogen
and oxygen in the appropriate mixtures and an ignition source (NUREG/CR-4961). Generally, direct
initiation of hydrogen-air mixtures is possible with about 1 gram of high explosive (NUREG/CR
4961) (this is equivalent to about 4 kJ of energy). Since the plasma typically contains much higher
levels of stored energy, it should be assumed that a point ignition source is always present during
normal operations and wall conditioning. The factors determining the likelihood of a detonation are
then the availability of hydrogen isotopes and air. Hydrogen isotopes are present in the solid matrix
of the plasma facing components at substantial levels. This is not ordinarily available for combustion
or detonation although a portion (including tritium) may be released if a detonation occurs. If hot
plasma facing components or the vacuum vessel are cooled with water, a leak could result in the
generation of hydrogen from water (steam)-Be (or C or W) reactions (Smolik 92, Smolik 91). The
precise amount of hydrogen generated depends on the first wall material and temperature and the size
and duration of the water leak but typical conditions in a D-T fusion plasma can generate sufficient
quantities of hydrogen for a detonation. Air (oxygen) also has to be present for a detonation. If air
is adjacent to the vacuum vessel, the in-leakage of air is possible due to the same event which
generated the hydrogen. For example, Be-steam reactions from a water leak during wall conditioning
can result in internal pressures of several bar or more (NET 93), which may be beyond the design
value of the vacuum vessel. This air source can be eliminated in the device design by incorporating
an inert gas volume in the region between the vacuum vessel and its ducts, and the next confinement
barrier. To determine the probability of a hydrogen detonation, a conservative analysis of the above
factors must be performed for a particular design. The likelihood of an in-vessel loss-of-coolant
accident cannot be generally excluded given performance of such actively-cooled systems to date and
the anticipated service conditions in a D-T fusion vacuum vessel.
To preclude a hydrogen detonation for consideration as a design basis accident, it will typically be
necessary to demonstrate a low event probability by:
1. Material selection in the plasma facing components or the fluids used for active in-vessel
component cooling, or
2. Use of an inert gas boundary as discussed above.
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SAFETY-RELATED DESIGN STANDARDS AND CRITERIA
If the vacuum vessel system or individual components are designated safety-class the following design
standards should apply to the system or components:
Structural
The vacuum vessel system boundary should be defined as the vacuum vessel proper including
attached windows, flanges, and ports and all penetrations up to and including the first isolation valve
in system piping which penetrates the vacuum vessel.
Loads
Individual Loads
The vacuum vessel should be designed to withstand the static load, normal operating pressure, normal
operating thermal load, electromagnetic loads (normal operating and fault), disruption/vertical
displacement (VDE) loads, interaction loads from adjacent systems, and transient loads due to design
basis accidents such as natural phenomena, loss-of-coolant into the vessel and subsequent chemical
reactions, site-generated missile impacts, and hydrogen detonation. (These design basis accidents are
for example only, since some of them may not be credible for a particular facility.)
Section 22
Static Load
The static load should include the weight of the vacuum vessel and all supported hardware.
Normal Operating Pressure
The normal operating pressure of the vacuum vessel may be one of the following:
1. 1 atmosphere internal pressure,
2. 1 atmosphere external pressure,
3. No net pressure.
If the vacuum vessel is double-walled with a coolant in the annulus, the maximum coolant pressure
should be the normal operating pressure in the annulus.
Normal Operating Thermal Load
The normal operating thermal load should include transient thermal loads during pulsed operation as
well as the temperature distribution during bakeout and wall conditioning.
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Electromagnetic Loads
Electromagnetic loads induced during normal pulsed operation of the device are experienced as a
result of eddy currents in the vessel interacting with the magnetic fields crossing them. Loads should
include the electromagnetic effects of discharge cleaning.
1. Electromagnetic Loads During Faults - Electromagnetic loads induced during abnormal operating
events such as control failures, power supply failures, bus opens or shorts, or magnet faults
should be included in the design.
2. Disruption/VDE Loads - Disruption/VDE loads are any thermal or electromagnetic loads induced
in the vessel due to loss of control of the plasma. A range of plasma motions and current
behaviors should be considered to determine the worst case events. Analysis should include
conservative assumptions for event amplitude, time scale, and event frequency.
Interaction Loads
Interaction loads are loads imposed on the vacuum vessel by other components during normal or fault
conditions.
Natural Phenomena Hazard Loads
Natural phenomena hazard loads are site-specific loads due to earthquakes, wind, and floods.
Guidelines for methods of establishing load levels on facilities from natural phenomena hazards and
for methods of evaluating the behavior of structures and equipment to these load levels are contained
in DOE 1020.
Loss-of-coolant Loads
The confinement or containment should be designed to remain functional after a potential loss-of
coolant to the interior of the vessel including subsequent chemical reactions if this is evaluated as a
design basis accident.
Hydrogen Detonation Loads
The confinement or containment should be designed to remain functional after a potential hydrogen
detonation if this is evaluated as a design basis accident. For guidance on determining if this is a
design basis accident, see Section IV “Design Considerations” within this Vacuum Vessel section.
Site-generated Missile Impact Load
The confinement or containment should be designed to remain functional after a potential missile
impact if this is evaluated as a design basis accident.
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Combined Loads
Considerations for combined loads are indicated in Table I-1.
Table I-1 Combined Loads
Hydraulic Thermal Electro
magnetic
Plant Condition Static Norm. Trans. Norm. Trans. Norm. Fault Nat.
Phen.
Miss.
Imp.
Cyc
Normal Operation X X X X X
Maintenance X X1 X1
Design Basis
Accidents
Internal Initiators
1. Coolant Leak in
Vacuum Vessel.
X X X X
2. In-cryostat Leak X X X X
3. Out-of-cryostat
Leak
X X X X
4. Loss of Pumping X X X X
5. Loss of Flow X X X X
6. Loss of Heat Sink X X X
7. Missile or Pipe
Whip
X X X X X X X X
8. Increase in Fusion
Power
X X X
9. Human Error or
Control Fault
X X X X X X
External Initiators
1. Natural
Phenomena
Section 23
X X X X X X X X X
2. Fires X X X X X X X
3. Aircraft or Missile
Impact
X X X X X X X X
Beyond Design Basis
Accidents2
1. Pressure and thermal loads are applicable for portions of system which remain pressurized during maintenance.
2. There are no load combinations for beyond-design-basis accidents.
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Cyclic Loading
The vacuum vessel and its supports are subject to cyclic loading during normal operations. Thermal
cycling and unavoidable plasma disruption loads are expected. The necessity of a fatigue analysis
should be evaluated based on the criteria of ASME 93 or comparable safety-related code using
conservative values for variables such as number of pulses, percentage of pulses that have disruptions,
and service life including expected changes in material properties with time. Cyclic loading must be
defined on load/time diagrams so that a fatigue analysis, if necessary, can be performed.
Structural Acceptance Criteria
Vacuum vessel
The vacuum vessel and its appendages should be designed, fabricated, inspected, and tested in
accordance with a recognized safety-related code such as the ASME Boiler and Pressure Vessel
Code. The design of the fusion facility components which is outside the scope of conventional codes
or standards due to design temperature, materials selection and/or any other design feature, should
meet the safety design criteria of this Fusion Safety Standard and should employ a design and analysis
methodology which is consistent with requirements of a recognized safety-related code.
Piping, Pumps and Valves
Piping, pumps and valves should be designed in accordance with relevant criteria in ASME 93 or a
comparable safety-related code.
Other
Hardware internal or adjacent to the vacuum vessel whose credible failure could impact the safety
function of the vacuum vessel should be classified as safety-class components or items.
Deflection Analysis
Vacuum vessel deflections should be calculated and analyzed to determine potential interferences and
to verify seal integrity.
Testing
Weld Inspection
Non-destructive examination should be performed in accordance with Section V of the ASME Boiler
and Pressure Vessel Code as modified by Section III, Article NC-5111 or approved equal. Non
destructive test personnel qualification and weld acceptance criteria are found in Article NC-5000 of
the ASME Boiler and Pressure Vessel Code or approved equal.
Pressure Test
1. Vacuum Vessel - All vacuum vessels that provide a containment barrier should be leak checked
before initial operations and periodically thereafter and meet the requirements specified in the
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safety analysis (guidance on leak testing is provided in 10CFR50(J). All vacuum vessels that
provide a confinement barrier should be leak checked before initial operations and periodically
thereafter against the leakage criteria in the facility safety analysis. The vacuum vessel chamber
should be pneumatically tested in accordance with ASME 93 or comparable safety-related code.
A double-walled vacuum vessel should be hydrostatically tested in accordance with ASME 93
or comparable safety-related code.
2. Valves - System isolation valves should be hydrostatically tested in accordance with the ASME
93 or a comparable safety-related code.
Computer Code Verification
Computer codes used for design analysis of the vacuum vessel for normal operating and design basis
accident conditions should have validation and/or verification as described in DOE Standard 6003-96.
This validation and verification should support the use of the code in each intended application.
Section 24
Materials
Material properties used in the structural analysis of safety-class structures, systems, and components
must be appropriate for the operating environment and compensated for the degradation of the
material with time due to radiation, fatigue, corrosion, or any other harsh treatment.
1. Radiation - Materials selected should be qualified for the anticipated lifetime in the radiation
environment. With irradiation, yield strength usually increases as ductility decreases.
Conservative end-of-life properties should be used in the structural design analysis.
2. Thermal - Material properties used in analysis should always be those appropriate at the given
temperature. If no published property data for a particular temperature exists, then materials
should be tested for properties at the operating temperature. For those items to be designed in
accordance with the ASME Boiler and Pressure Vessel Code, temperature limits are imposed
within the Code. If the item will be subjected to temperatures higher or lower than the limit,
material properties, such as allowable stress and creep, used in the analysis should be justified by
testing the material at the anticipated temperature.
3. Swelling - The energetic neutron flux on the first wall, diverter and other plasma facing
components results in displacement cascades and helium-producing nuclear reactions. During
long-term irradiations vacancies coalesce to form helium-filled voids within the material.
Dimensional changes are most severe at about half the melting point of the material. Allowance
must be made for irradiation-induced swelling in the design of any components exposed to the
high-energy neutron flux.
4. Hydrogen Embrittlement - Hydrogen reacts to some degree with almost all metals. When a metal
comes in contact with hydrogen, its surface adsorbs the gas. Surface or physical adsorption is
followed by activated adsorption, a preliminary stage of the diffusion of hydrogen into metals.
With continued exposure, materials can become embrittled. The material properties based on
end-of-life hydrogen embrittlement should be used in the structural design analysis. The actual
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embrittlement of the vacuum vessel in the hydrogen environment should be determined by placing
coupons in the vessel to be periodically removed and inspected for embrittlement. An inspection
schedule should be developed and implemented.
Instrumentation and Controls
Instrumentation and controls, where appropriate, should be provided to monitor system parameters
important to the safety function of the vacuum vessel over their anticipated ranges for normal
operation and design basis accidents to ensure continuity of the required safety function. The design
should incorporate sufficient instrument independence, redundancy and/or diversity to ensure that a
single failure will not result in a loss of monitoring capability for safety-class systems. The different
designs and operating characteristics of fusion facilities limit the amount of specific guidance that can
be provided. However, helpful general guidance for implementing this criteria at a particular fusion
facility may be obtained by reviewing the existing DOE and NRC design requirements and guidance
documents (IEEE 603, DOE 6430.1A (a), NUREG-0800, 10CFR50(A), RG 1.47). The power to
operate safety-class instrumentation should meet the requirements of Class 1E Electric Power
Systems (IEEE 308).
Vacuum Vessel Penetrations
Section 25
For vacuum vessel containment penetrations, each line that is part of the vacuum vessel pressure
boundary and that penetrates the vacuum vessel should be provided with isolation valves, unless it
can be demonstrated that the containment isolation provisions for a specific class of lines, such as
instrument lines, are acceptable on some other defined basis. A simple check valve should not be
used as the automatic isolation valve outside containment. Isolation valves outside containment
should be located as close to containment as practical and upon loss of actuating power, automatic
isolation valves should be designed to take the position that provides greater safety. The power to
operate isolation valves should meet the requirements of Class 1E Electric Power Systems (IEEE
308).
Ventilation and Exhaust System Criteria
Confinement Systems
The design of a vacuum vessel confinement ventilation system should ensure the ability to maintain
desired airflow characteristics when personnel access ports or hatches are open. When necessary,
air locks or enclosed vestibules should be used to minimize the impact of this air flow on the
ventilation system and to prevent the spread of airborne contamination within the facility. The
ventilation system design should provide the required confinement capability under all normal
operations and design basis accidents with the assumption of a single failure in the system. If the
maintenance of a controlled continuous confinement airflow is required, electrical equipment and
components required to provide this airflow should be supplied with safety-class electrical power and
provided with a backup power source. Air cleanup systems should be provided in confinement
ventilation exhaust systems to limit the release of radioactive or other hazardous material to the
environment and to minimize the spread of contamination within the facility as determined by the
safety analysis. Guidance for confinement systems is included in DOE 6430.1A (b).
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Containment Systems
For containment systems, RG 1.140 presents guidance for design testing and maintenance for exhaust
systems air filtration that is acceptable to the DOE. As with the confinement systems the basic
criteria are based on the As Low As Reasonably Achievable (ALARA)As Low As Reasonably
Achievable (ALARA) concept given the present state of technology. 10CFR50(I) presents specific
methods and evaluation criteria that are acceptable to DOE in implementing ALARA with respect
to exhaust systems from a containment system.
Inspection
Components should be designed to permit periodic inspection and testing of important areas related
to the intended safety function to assess their structural and leak tight integrity. There should be an
appropriate material surveillance program.
RECOMMENDED DESIGN PRACTICE
Windows
In the analysis of the windows, the condition of the edge restraint is important. It is recommended
that it be assumed that the window is simply supported at the edges, since this is a more conservative
approach (Robinson). However, the weak point in the window may be the edge glass-to-metal braze.
The braze must be analyzed for stress with the fixed-edge assumption. All calculations should be
based on the modulus of rupture which is equal to the ultimate tensile strength/1.75. Factors of safety
lose meaning for glass, because subsurface imperfections can cause failure below the expected tensile
strength. Therefore, a factor of safety of 10 on the modulus of rupture is recommended. Windows
should be designed to minimize the risk of cracking due to a water leak onto the hot disc. This can
be accomplished by providing an inner sacrificial disc with the main sealed disc on the outside. The
connecting inner space is vented to the vacuum by a small hole. This hole would allow vacuum pump
down but would prevent a water leak from reaching the outer window. (Caldwell 89)
Section 26
Bellows
Double bellows with a vacuum-tight inner space are recommended. See the Standards of the
Expansion Joint Manufacturers Association, 6th Edition, 1885.
Ceramic Breaks
Ceramic breaks are used to insulate electrical lines that penetrate the vacuum boundary or to insulate
attached piping that is connected to external equipment at a different potential or ground. Where
possible, ceramic breaks should be designed to be shielded from direct line-of-sight with the plasma
or potential spray from rupture of coolant lines.
Ceramic breaks are used on radio frequency (RF) antennas to isolate inner and outer coaxial
conductors at the vacuum boundary. The volume outside of the vacuum boundary contains a
pressurized gas. These RF ceramic breaks are subject to voltage breakdown which could cause local
10
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DOE-HDBK-6004-99
melting of the coax and could lead to a breach of confinement or even a water leak. Ceramic breaks
should be located away from where the coax is cooled. A breach in the ceramic break would allow
pressurized gas into the vacuum vessel and tritium into the coax and through the transmission lines
all the way back to the power supply. If the vacuum boundary is defined as a confinement system,
then the use of redundant ceramic breaks is recommended which reduces the possible leak rate to
what is determined acceptable by the facility safety analysis. If a vacuum vessel functions as a
containment, which is a more stringent requirement, then containment of the RF/vacuum vessel
interface could extend along the transmission line back to the power supply.
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INTENTIONALLY BLANK
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10CFR50 (A)
10CFR50 (I)
10CFR50 (J)
ASME 93
Caldwell 89
DOE-STD-1020-94
DOE 6430.1A (a)
DOE 6430.1A (b)
DOE 6430.1A (c)
IEEE 308
IEEE 603
NET 93
NUREG-0800
NUREG/CR-4961
RG 1.140
RG 1.47
SECTION I REFERENCES
10 CFR Part 50, Appendix A, “General Design Criteria for Nuclear
Power Plants,” specifically: GDC 1, 13, 19, 20, 22, 23, 24, and 64.
10 CFR Part 50, Appendix I.
10 CFR Part 50, Appendix J, “Primary Reactor Containment Leakage
Testing for Water-cooled Reactors.”
ASME Boiler and Pressure Vessel Code, 1992 Edition with 1993
Addenda.
Design Features of the JET Vacuum Enclosure for Safe Operation
with Tritium, C. J. Caldwell-Nichols, E. Usselmann; IEEE Thirteenth
Symposium on Fusion Engineering, October 1989, Knoxville, TN,
p.716.
DOE-STD-1020-94 DOE Standard, “Natural Phenomena Hazards
Design and Evaluation Criteria for Department of Energy Facilities,”
April, 1994.
Division 13 of DOE Order 6430.1A, “General Design Criteria,” 1989.
DOE 6430.1A, Section 1550.99, “Special Facilities,” 1989.
DOE Order 6430.1A Section 1328-7.1, “Fusion Test Facilities,”
1989.
IEEE Std 308 “Standard Criteria for Class 1E Power Systems for
Nuclear Power Generating Equipment,” 1991.
IEEE-603, “Criteria for Safety Systems for Nuclear Power Generating
Stations,” 1991.
Next European Torus Predesign Report, Fusion Engr. and Design 21,
pp. 335-338 (1993).
Chapter 7.1 of NUREG-0800, “Standard Review Plan for the Review
of Safety Analysis Reports for Nuclear Power Plants,” July 1981.
Summary of Hydrogen-Air Detonation Experiments, NUREG/CR
4961, May 1989.
USNRC Regulatory Guide (Reg. Guide): 1.140.
USNRC Regulatory Guides (Reg. Guides): 1.47, “Bypassed and
Inoperable Status Indication for Nuclear Power Plant Safety
Systems,” May 1973 .
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Section 27
RG 1.75 USNRC Regulatory Guides (Reg. Guides): 1.75 Rev. 2, “Physical
Independence of Electric Systems,” September 1978.
RG 1.97 USNRC Regulatory Guides (Reg. Guides): 1.97, Rev. 3
Instrumentation for Light Water-Cooled Nuclear Power Plants to
Assess Plant and Environs Conditions During and Following an
Accident,” May 1983.
Robinson 80 James Robinson, “Design of Viewing Windows for Controlled-
atmosphere Chambers,” ORNL/TM-6864, 1980.
Smolik 91 G. R. Smolik, B. J. Merrill, S. J. Piet and D. F. Holland, “Evaluation
of Graphite/Steam Interactions for ITER Accident Scenarios,” Fusion
Technol. 19, pp. 1342-1348 (1991).
Smolik 92 G. R. Smolik, B. J. Merrill and R. S. Wallace, “Implications of
Beryllium: Steam Interactions in Fusion Reactors,” J. Nuclear
Material 191-194, pp. 153-157 (1992).
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SECTION II
EX-VESSEL SYSTEMS
MAGNET SYSTEMS
Description
The magnet system, for a tokamak device, consists of the toroidal field coils, the poloidal field coils
and the central solenoid. Toroidal field (TF) coils are superconducting cables cooled with liquid
helium which are wound into D shapes. Each coil circumscribes the vacuum vessel cross-section, and
the set of toroidal field coils make a complete circle around the torus. The poloidal field (PF) coils
are also typically superconducting cables cooled with liquid helium and wound into horizontal rings
which are located above and below the vacuum vessel with typically some coil sets inside and outside
the toroidal field coils. The TF and PF coils provide the basic magnetic field geometry for plasma
confinement and position control. The central solenoid conductors are typically superconducting
cables wound horizontally and situated at the center of the vacuum vessel torus supported by, for
example, a bucking cylinder. The central solenoid set provides the transient field to induce all or part
of the plasma current.
Recommended Design Practice
The dielectric strength of the insulation should be provided either by materials with an intrinsic
dielectric strength, or by materials tested before assembly onto the magnet.
The mechanical integrity of the magnets should not depend on the shear strength of the insulating
materials or the shear bond between insulation and structural materials.
Since leaks at coolant connections are a common cause of magnet faults, such connections should
be kept away from mechanical load paths, placed outside the winding pack and, as far as possible,
in regions where some access is, in principle, possible for inspection or repair.
Manufacturing can allow many faults to occur. Machining chips left in the coil slowly abrade
insulation and then cause a failure after some years of machine operation. Very strict tests to
determine the cleanliness of finished units should be performed.
CRYOSTAT
Description
The cryostat is a metal chamber surrounding the fusion device which provides a thermal barrier to
conduction and thermal radiation between the superconducting coils and other cold structures and
the rest of the facility. It may also serve as the biological shield for radiation from the tokamak. The
chamber is usually cylindrical with a top and bottom. There are usually large penetrations in the top,
bottom, and sides of the cryostat, primarily for access to the vacuum vessel and magnets for
maintenance and inspection. The cryostat may be double-walled with an evacuated or filled annulus.
The cryostat itself is usually evacuated and it may be lined with cryogenic panels or insulating material
to reduce radiant heat transfer.
Section 28
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General Recommendations
For large DT fusion facilities the cryostat volume may be of order 10,000-30,000 m3. This volume
is a significant fraction of the internal volume of a fission reactor containment vessel and it may be
appropriate to design the fusion cryostat under the rules for metal containment structures rather than
designing it as a pressure vessel. Double bellows with a vacuum tight interspace are recommended.
CONFINEMENT
General
Confinement/HVAC systems include structures, systems, and components designed to serve as
barriers against the spread or uncontrolled release of radioactive or other hazardous materials
throughout the facility or to the environs.
The facility confinement strategy may consist of successive confinement barriers based on the hazards
present. The successive barriers are generally referred to as primary, secondary, tertiary, etc. and are
defined by the facility safety analysis. Primary confinement is often the function of the vacuum vessel,
cryostat, or system piping, but may be the function of ex-vessel structural barriers and process
enclosures such as gloveboxes, piping, tanks, and ductwork.
Secondary confinement consists of building structural elements and associated ventilation systems that
confine any potential release of hazardous materials from the primary confinement system. This
system includes the operating area boundary and the ventilation system and associated air cleaning
systems serving the operating area. Penetrations of the secondary confinement barrier are generally
provided with positive seals to prevent migration of contamination out of the secondary confinement
area.
Tertiary confinement consists of building elements and associated exhaust system of the process
facility. This is often the final barrier to release of hazardous material to the environment. Tertiary
confinement surrounds the secondary confinement with space which is controlled but not expected
to become contaminated.
Ventilation/HVAC
Ventilation systems should be designed to operate in conjunction with their associated physical
barriers to limit the release of radioactive or other hazardous material to the environment. The
ventilation system capabilities should be sufficient to allow for any intentional breaches of the
confinement system that are required during maintenance on any portion of the facility.
Leak-tightness of the confinement pressure boundary should be considered in the design. Air locks
to achieve the required leak-tightness between confinement/containment zone boundary interfaces
should be considered.
Appropriate filtration may be accomplished by multistage HEPA filtration of the exhaust or by an
equivalent filtering capability. The exhaust ventilation system must be sized to ensure adequate
inflow of air in the event of the largest credible breach of confinement.
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Safety-class systems and components should be designed per ASME AG-1 (ASME 93c) or a
comparable code or standard which considers the safety function(s) of the particular system or
component (ASME 89a, ASME 89b). Non-safety-class systems and components should be designed
per codes and standards used for industrial and commercial grade applications.
Design Considerations
Ventilation systems
1. The ventilation systems should be designed so that air flows from the cleaner areas with less
potential for contamination to the potentially more contaminated areas.
Section 29
2. The ventilation system should be designed so that the system parameters which are important to
operational and nuclear safety can be monitored and if necessary tested. This includes but is not
limited to pressure, temperature, air flow, filtering efficiency, environmental releases, etc.
3. The design of the ventilation system should ensure that each of the following design parameters
can be met:
a) Required differential pressures between confinement barriers
b) Required air change rate to maintain concentrations of airborne radioactivity and other
hazardous substances at or below acceptable levels.
c) Required temperature and humidity conditions
4. The ventilation system should be capable of isolating released tritium gas (or other radiologically
hazardous gas) in the event of a breach of the confinement system. In addition the system should
be designed to limit potential releases during normal and accident conditions. The ventilation
system should be designed to control the concentrations of other radiological, toxic and explosive
substances below unacceptable levels.
5. The ventilation system should be capable of monitoring routine as well as accident releases to the
environment through all possible discharge paths.
6. The resultant leak-tightness of the confinement zone pressure boundary should be considered in
the design. Utilization of air locks to achieve the required leak-tightness between
confinement/containment zone boundary interfaces should be considered. The pressure boundary
of any confinement zone should have sufficient leak-tightness so that contamination control is
achieved without excessive in-leakage.
Structural Design Codes
General design criteria for all DOE facilities is given in the DOE Order 1020. Requirements for the
environmental, safety and health protection are given in the DOE Order 5480.4. Requirements for
natural phenomena hazards (NPH) mitigation are given in the DOE Order 5480.28 with the
accompanying DOE Standards 1020 and 1021. Although DOE 5480.28, DOE 1020 and DOE 1021
are for NPH they provide a baseline to be extended to fusion related SSCs.
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General Safety Design Guidance
The confinement system design should establish the features which minimize the spread of both
gaseous and particulate contamination throughout the facility. The confinement systems discussed
here are those that are beyond the boundary of the vacuum vessel and its ancillary systems.
In order to establish the confinement areas for the facility outside the vacuum vessel, a safety analysis
considering normal and accident conditions should be performed. The resultant safety classification
of confinement zones from the safety analysis should be the basis for determining the ventilation
system design requirements as well as the architectural/structural requirements for the respective
confinement areas. (Burchsted 76)
The confinement systems should be divided into the following confinement systems as necessary to
support the safety analysis:
1. The ex-vessel primary confinement system should consist of structural barriers and process
enclosures such as gloveboxes, piping, tanks and any associated ductwork and their associated
ventilation and air cleaning systems that are required to prevent the release of hazardous material
to areas beyond the confinement boundary. In addition, credible breaches in the primary
confinement barrier should be compensated for by provision of adequate inflow of air or safe
collection of hazardous material that escapes the confinement. This is accomplished by multistage
HEPA filtration of the exhaust or by an equivalent filtering capability. The exhaust ventilation
system must be sized to ensure adequate inflow of air in the event of the largest credible breach
of confinement.
Section 30
2. The secondary confinement system should consist of the walls, roofs and associated ventilation
systems that confine any potential release of hazardous materials from the primary confinement
system. This system includes the operating area boundary and the ventilation system and any
associated air cleaning systems serving the operating area. The ventilation system should be
designed to ensure proper airflow direction and velocity to counteract the largest credible breach
in secondary confinement barrier. Penetrations of the secondary confinement barrier should be
provided with positive seals to prevent migration of contamination out of the secondary
confinement area.
3. The tertiary confinement system should consist of the walls, floor, roof and associated exhaust
system of the process facility. It is the final barrier to release of hazardous material to the
environment. This level of confinement should be provided for the space bounding the secondary
confinement which is not expected to become contaminated.
Potential System Safety Functions
The confinement systems along with their associated HVAC systems should be designed to provide
the following functions for the facility:
1. Normal Operation:
a) Prevent and control the spread of gaseous and particulate contamination. This is
accomplished by controlling confinement zone differential pressures as well as
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providing sufficient air exchange rate within the confinement zones. (ASHRAE,
ASHRAE 91, DOE 6430.1A)
b) Monitor the contamination levels in the zones to ensure personnel radiological safety
is maintained. (ASHRAE 91, DOE 5480.11, DOE 6430.1A) In addition, any potential
for airborne toxic and corrosive products in the atmosphere that may compromise
personnel safety or equipment operability should be monitored and controlled.
c) Monitor the radiological releases to the environment to ensure the continued
effectiveness of the confinement system to capture and retain radioactive contaminants
before they are exhausted to the environment. (ASHRAE 91, DOE 5480.11, DOE
6430.1A)
d) Maintain the required temperature and humidity conditions in the zone. (ASHRAE 91)
2. Maintenance:
Provide the necessary ventilation system functional capabilities to allow for any intentional
breaches of the confinement system that are required to perform maintenance on any portion of
the system. (ASHRAE 91)
3. Design Basis Accidents:
a) Prevent and control the spread of gaseous and radioactive contamination during and
following all credible design basis accidents. (ASHRAE, ASHRAE 91, DOE
6430.1A)
b) Monitor the radiological releases to the environment during and following any
credible design basis accident. (ASHRAE 91, DOE 5480.11, DOE 6430.1A)
c) Maintain temperature, pressure and humidity conditions for the equipment required to
operate during and following a DBA. This includes the ability to rapidly remove heat
in worst case loss of coolant accident condition.
Safety-Class Design Standards and Criteria
Section 31
The safety analysis to determine the safety system classification of the confinement systems and their
associated HVAC systems should be based on the requirements given in DOE-STD-1027-92 or
equivalent. Ventilation systems that are classified as “safety class” should be designed to operate in
conjunction with their associated physical barriers to limit the release of radioactive or other
hazardous material to the environment. In addition they should be subject to appropriately higher
quality design, fabrication and test standards and codes to increase the reliability of the system and
allow credit to be taken for their functional capability in a safety analysis. In addition the safety
analysis should determine the appropriate level of redundancy, diversity, independence and the need
for emergency power to ensure safety system function capability during and following all credible
postulated design basis accidents.
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Structural
1. Design Approach
The structural design philosophy should be similar to that given for the design and evaluation of DOE
facilities for NPH in DOE Order 6430.1A, (DOE 6430.1A), with its supplemental Standards, (DOE
1020, DOE 1021). The design procedure combines probabilistic and deterministic approaches and
is summarized below:
a) Establish performance category based on the desired target probabilistic performance goal,
expressed as mean annual probability of exceeding the acceptable behavior limits.
b) Develop loads from hazards assessment by specifying mean annual probabilities of
exceeding the acceptable limits.
c) Use deterministic design and evaluation procedures for the resulting load combinations, to
achieve performance goals and to provide a consistent and appropriate level of
conservatism. The design procedures conform closely to industry practices using national
consensus codes and standards. The procedures extend to methods of analyses and to
criteria to assess whether or not the computed response is within acceptable behavior limits.
d) Implement design detailing provisions
e) Maintain appropriate quality assurance and peer review.
Detailing, quality control and peer review are emphasized because:
a) Inelastic energy absorption capacity depends explicitly upon ductility in the structural
behavior.
b) New technology may involve judgments beyond routine engineering.
The structural design should be based on a graded approach. A graded approach is one in which
various levels of design, evaluation and construction requirements of varying conservatism and rigor
are established ranging from common practice for conventional facilities to very rigorous practices
used for more hazardous facilities. The motivation for the graded approach is that it enables design
or evaluation to be performed in a manner consistent with their importance to safety, importance to
mission, and cost.
2. Design Basis Loads
Design basis loads are derived from the internal and external events identified as the PIE (Postulated
Initiating Events) in the safety analysis. Loads and the combinations thereof should envelop loads
considered in structures per ANSI 83.
Design basis loads arise from different categories: normal operations, unlikely events, and extremely
unlikely events. The performance classification incorporates the probabilities of these events.
Loading combinations should be generated from the bounding sets of these events identified in the
safety analysis.
20
Section 32
DOE-HDBK-6004-99
3. Methods of Analysis
The method of analysis should depend on the performance category and loads being considered.
Some of the methods are described in (ASCE 80). Elastic system analysis methods may be adequate
for lower performance categories whereas for higher performance categories inelastic analysis
methods nay be required. Guidelines to seismic analysis are available in (DOD 86). Dynamic seismic
structural analysis may be performed for predicted ground motions based on geotechnical site specific
information including variability using response spectra or time history. For large embedded
structures, soil structure analysis may be considered.
4. Acceptance Criteria
For lower performance categories, and for normal operations damage should be limited so that
hazardous materials can be controlled and confined, occupants are protected, and functions are not
interrupted. Thus damage should typically be limited in confinement barriers, ventilation systems and
filtering, and monitoring and control equipment.
For the higher performance categories, and for unlikely events, structures should be permitted to
undergo limited inelastic deformations without unacceptable damage when subjected to transient
loads. Energy absorption factors may be used to achieve appropriate conservatism in the design or
evaluation process. Stability and other post yield behavior criteria should be met.
For extremely unlikely events risk analysis should be performed to determine the extent of permissible
damage.
In design approaches where ductility and inelastic energy absorption are taken benefit of, attention
should be paid to the design details and quality assurance.
For all performance categories deformations expected from design load combinations should be able
to be withstood. If concrete is used as a pressure boundary, inelastic energy absorption should not
be considered.
5. System Interaction Effects
Any SSC whose structural failure could impact the function of SSC of a higher performance category
SSC are evaluated for interactions. To account for adverse interactions, a determination of failure
probability of an SSC given a postulated failure in the lower performance category is required.
HVAC
The application of design criteria from codes and standards for systems and components should be
applied in a graded approach relative to the significance of the safety function. For safety-class
systems and components, the design requirements of ASME AG-1 (ASME 93b) or a comparable
code or standard which considers the safety function(s) of the particular system or component should
be applied (ASME 89a and ASME 89b). For non safety-class systems and components, codes and
standards for industrial and commercial grade application should be applied. Some of the major
HVAC components that should have a graded approach application of codes and standards are fans,
dampers, ductwork, filters and filter housings and instrumentation and controls.
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Potential Safety Functions
The potential safety functions for confinement systems and their associated HVAC systems are:
1. Provide barriers against the release or spread of gaseous and particulate contamination during
normal and off-normal conditions (ASHRAE , ASHRAE 91 and DOE 6430.1A)
2. Provide the necessary ventilation system functional capabilities to control differential pressures
such that air flows from cleaner areas to potentially more contaminated areas during normal and
off-normal conditions. (ASHRAE 91)
Section 33
3. Provide filters or other means to remove contaminants before exhausting to the environs.
4. Maintain the required ambient conditions within confinement, e.g. temperature, pressure,
humidity, and concentrations of radiological, toxic, corrosive or explosive substances, to protect
personnel and ensure the capability of personnel or equipment to perform safety functions.
(ASHRAE 91)
5. Provide the capability to isolate and control tritium or any other contaminant released within
confinement.
6. Provide instrumentation and/or testing and surveillance to monitor the condition and capabilities
of the confinement system, the ambient conditions within confinement, and the effluents from
confinement to the environs. Applicable items should be monitored during normal and off-normal
conditions as required to ensure and verify safety function. In addition potential airborne
contaminants or corrosive agents that may compromise the ability of personnel or equipment to
perform safety functions should be monitored and controlled. (ASHRAE 91, DOE 5480.11 and
DOE 6430.1A)
Safety-Related Design Guidance
System Boundary
The confinement/HVAC system boundary is defined for each confinement barrier and includes the
contiguous structural barrier and its associated ventilation and filtration equipment.
Structural Design
Design basis loads are derived from the internal and external events identified as the PIE (Postulated
Initiating Events) in the safety analysis. Loads and the combinations thereof should envelope loads
considered in structures per ASCE 93.
The methods of analysis depend on the performance category and loads being considered. Some of
the methods are described in ASCE 80. Elastic system analysis methods may be adequate for lower
performance categories whereas for higher performance categories inelastic analysis methods may
be required. Guidelines to seismic analysis are available in DOD 86. Dynamic seismic structural
analysis may be performed for predicted ground motions based on geotechnical site specific
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information including variability using response spectra or time history. For large embedded
structures, soil structure analysis may be considered.
Capacity calculations, DOE 1994a, depend primarily on the national consensus code, UBC 94. For
reinforced concrete structures DOE 1984 and ACI 318 provide the criteria for safety-class and other
building structures, respectively. For steel structures AISC Codes, ANSI 84 and AISC 86a provide
the criteria for safety-class and other building structures. AISC 86b is an alternate for AISC 86a if
load and resistance factor design procedure is used. ASME Code (ASME 93a) should be used for
equipment and components, and ASME Code (ASME 93b) for piping.
Deformation may be allowed and inelastic energy absorption credited for ductile structural materials,
especially for lower performance categories. Inelastic absorption capacity should not be credited if
concrete is used as a pressure boundary.
For lower performance categories, and for normal operations, damage may be permitted but should
be limited so that hazardous materials can be controlled and confined, occupants are protected, and
safety functions are maintained.
For the higher performance categories, and for unlikely events, structures should be permitted to
undergo limited inelastic deformations. Energy absorption factors may be used to achieve appropriate
conservatism in the design or evaluation process. Stability and other post yield behavior criteria
should be met.
Section 34
For extremely unlikely events risk analysis should be performed to determine the extent of permissible
damage.
INSTRUMENTATION AND CONTROL SYSTEMS
Instrumentation and Control (I&C) systems include equipment and components that monitor and
display facility parameters, indicate parameter value changes, actuate equipment to maintain the
parameters within specified limits, return the facility to operation within these limits, and mitigate
conditions resulting from operation outside limits. Specific equipment includes sensors, signal
transfer media, signal processors, control circuits and actuation devices.
General Safety Design Guidance
The purpose of this section is to present the principal design criteria for the Instrumentation and
Control (I&C)Instrumentation and Control systems and components. The I&C system design should
be separated into the basic control system and the safety system. The separation of these I&C system
functions is necessary to ensure that once a safety system is called upon the control function will not
stop or impede the proper safety system function execution. Conversely, the safety system must not
interfere with the operation of the control function, when the facility or system is operating within
the normal design envelope. The basic control and the safety systems analysis and design should
ensure independence of system functions and displays with sufficient analytical margin, physical
separation, and electrical isolation to enable each system to support the others function without
interference under failure, accident, or normal operating conditions. To ensure that these basic
principles are properly addressed, the I&C analysis and design efforts must be properly integrated
between control and safety system design and with the design and analysis of the facility systems (FS)
they are intended to service.
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I&C System Analysis and Design
The design of the I&C systems should be integrated with the design of the facility systems (FS) to
account for both normal and off normal operation and to prevent or mitigate postulated accidents.
The integration of the facility systems and I&C system design functions should address:
1. the capability of I&C system to provide the proper measuring, detection, and control functions,
including adequate control and safety margins,
2. the necessary taps, ports, and penetrations to obtain the most desirable measurement parameters
for control and safety function actions,
3. a central control room with sufficient displays and command features to allow monitoring and
response to all accident Postulated Initiating Events (PIE), except those that are highly unlikely,
4. automatic initiation of all safety function actuations which are not assigned to the operator,
5. feedback from control function actions to determine the effect on the process,
6. a system of interlocks and permissives to reduce the likelihood of erroneous operator action,
7. a system of controlled by-passes to permit deliberate operator action in abnormal unanticipated
situations,
8. manual initiation and control for safety function actions not appropriate for automatic initiation
or for chosen automatic action interruption or adjustment capabilities.
Control System
Basic Control systems should be designed with sufficient margin to ensure that the design conditions
are not exceeded, during any condition of normal operation including anticipated operational
occurrences and transients.
Section 35
The Basic Control System should be capable of maintaining the normal operating parameters and
should provide all operator interface (indication, alarm, and data collection), during normal operation
and anticipated operational occurrences and transients that may be created by postulated initiating
events. A Task Analysis should be conducted to determine which control functions are to be assigned
to the operator and which functions are to be machine (automatic action) assigned.
The control system design should provide for operator control and monitoring of essential facility
systems in a central control room. The control room, as well as supporting I&C system local control
and monitoring panels, should be designed for man/machine interface and local area or room
habitability considerations. This design should consider control and monitoring functions for conduct
of operations under both normal operation and postulated accident scenarios.
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Safety System
The Safety System should be capable of maintaining the facility within the design basis safety analysis
limits and provide operator interface (indication, alarm, data collection, and any necessary manual
interaction), during accident or off normal conditions that may be created by any PIE.
A safety system task analysis should be conducted to determine which safety functions are to be
assigned to the operator and which safety functions are to be machine (automatic action) assigned.
The operator should be provided with manual safety action initiating capability for all safety functions
and with feedback information to confirm the occurrence of the proper actuation and completion of
the selected safety function.
Safety Systems should be designed to fail safe on loss of motive force or power. In addition, safety
systems should be designed to meet single failure criteria. The system should be designed to preclude
failure of a component or subsystem from preventing completion of the required safety function.
Diversity in the monitoring of the parameters and actuation of the control systems should be a basic
principle of the safety system design.
To prevent a failure in the basic control system from degrading the operation of the safety system,
isolation should be provided between any interface of the basic control and safety systems and
separation should be provided and maintained between these systems.
Instrumentation
The process variables (parameters) that are selected to provide inputs to the I&C system should be
those which characterize the relevant safety and operational status of the monitored systems and
barriers. This selected set of variables must be analyzed to determine their adequacy to measure and
provide for the necessary control and safety functions. The analysis should include the measurability,
variability, and response action time capability of the process parameter variables and the operational
demands and limitations placed upon the control or safety system design by these parameter variable
properties.
The instrumentation selected to measure a process variable should directly measure the variable,
instead of some secondary parameter. Instrumentation should be analyzed to determine if its
reliability, accuracy, and response time characteristics satisfy the control or safety system needs for
all required operating conditions.
Section 36
Instrumentation should be provided to monitor variables of the facility systems over their anticipated
ranges for normal operation, anticipated operational transients and occurrences, and for postulated
accident conditions to ensure adequate safety and design margins are maintained.
Potential System Safety Function
The potential safety functions for the I&C Systems are:
1. Monitor and indicate by alarm off normal facility systems operating parameters or transient
conditions.
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2. Display parameter values necessary for operator response to off normal systems operating
parameters or transient conditions.
3. Operate permissive or interlock functions designed to prevent facility systems from:
a) entering into off normal operating parameter or transient conditions, or
b) allowing an existing transient condition to continue its off normal excursion.
4. Operate automatically to:
a) respond to off normal or accident conditions,
b) move the facility toward or attain a safe operational state, or
c) mitigate the consequences of the off normal or accident conditions.
5. Enable operator manual initiation of safety related control actions or bypasses.
6. Detect and indicate parameters necessary to ensure the integrity of designated defense in depth
barriers. These parameters may include but are not limited to:
a) indicators of radioactive, toxic, or other material leakage or migration to detect breach
of a barrier,
b) temperature conditions indicative of trends toward undesired material conditions (e.g.,
nil ductility considerations or high-temperature loss of strength),
c) over or under pressurization detection for facility systems, or
d) chemical or gas mixture potential flammability or deflagration detection.
7. Monitor safety barriers and provide for response or mitigation action designed to prevent the
breach of a barrier or to control the effect of barrier breach.
8. Post accident monitoring or control functions necessary for indication, data logging or required
continued systems operations.
9. Measure, display, and alarm conditions approaching or exceeding parameter limits defined by
Technical Specification Requirements or Technical Standards.
Safety Related Design Standards and Criteria
The following listed standards and criteria provide a cohesive philosophy and set of principles
appropriate for application to the analysis and design of I&C Systems and components for fusion
devices. The concepts and principles contained in these documents, including referenced standards,
should be applied, using the necessary adjustments required to account for any specific fusion
technology special considerations.
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These standards and criteria cover both component level and system level design feature
considerations for safety systems. Component design features necessary for safety systems include
attributes such as equipment qualification, maintainability, failure criteria and testability. In addition
to these attributes, the system level design features should include but not be limited to reliability,
independence, redundancy, human factors and separation.
Each of the standards listed below form a portion of the overall design philosophy for I&C safety
systems. As such, the design intent of all of these standards should be taken as a whole for the
analysis and design of I&C systems.
IEC 964 (1989-03)
Design for control rooms of nuclear power plants.
Section 37
IEEE 603 Standard Criteria for Safety Systems for Nuclear Power Generating Stations
IEEE 323 Qualifying Class IE Equipment for Nuclear Power Generating Stations
IEEE 352 IEEE Guide for General Principles for Reliability Analysis for Nuclear Power
Generating Station Safety Systems
IEEE 577 IEEE Standard Requirements for Reliability Analysis in the Design and Operation of
Safety Systems
IEEE 420 IEEE Standard for the Design and Qualification of Class IE Control Boards, Panels,
and Racks used in Nuclear Power Generating Stations.
IEEE 379 IEEE Standard Application of the Single Failure Criterion to Nuclear Power
Generating Station Safety Systems
IEEE 384 IEEE Standard Criteria for Independence of Class 1E Equipment and Circuits
IEEE 338 IEEE Standard Criteria for Periodic Surveillance Testing of Nuclear Power
Generating Station Safety Systems
ISA 67.02 S67.02.01: Nuclear Safety-Related Instrument Sensing Line Piping and Tubing
Standard for Use in Nuclear Power Plants
ISA 67.04 S67.04--Part I: Setpoints for Nuclear Safety-Related Instrumentation-- ANSI/ISA
1994
RP67.04--Part II: Methodologies for the Determination of Setpoints for Nuclear
Safety-Related Instrumentation-1994
ISA 67.06 S67.06: Response Time Testing of Nuclear Safety-Related Instrument Channels in
Nuclear Power Plants-- ANSI/ISA-1984
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ANSI/ANS 3.8.5-1992
Criteria for Emergency Radiological Field Monitoring, Sampling, and Analysis
ANSI/ANS 3.8.6-1995
Criteria for Conduct of Offsite Radiological Assessment for Emergency Response
for Nuclear Power Plants
IEEE 730 Software Quality Assurance Plans
IEEE 829 Standard for Software Test Documentation
IEEE 830 Guide for Software Requirements Specifications
IEEE1012 Standard Software Verification and Validation Plans
IEEE 1016 Recommended Practice for Software Design Descriptions
IEEE 1042 Guide to Software Configuration Management
IEEE 1063 Standard for Software User Documentation
Design Considerations
Diversity
In the selection of the sensors and measuring systems for the in-vessel and near vessel parameters,
multiple diverse technologies should be implemented since these instrument components will be
exposed to harsh environments (potential radiation exposure, magnetic fields, temperature gradients,
ion pulses, etc.) Unexpected failure mechanisms within a single measurement technology could lead
to erroneous control or safety actions. Provision for the use of diverse measurement technologies
in the design would provide alternative sensing capabilities and reduce the possibility of failure to
detect and initiate a safety function due to common mode or common cause failures.
Graded Approach to Defense In Depth
The failure consequence and frequency of the PIE should be considered in the determining the degree
of the redundancy and diversity required in the I&C system. Anticipated operational events of high
consequence should require an analyzed probability of successful action. This analysis should include
the presence of an undetected failure in the safety related I&C system equipment necessary to
accomplish the required safety function. Events of lower frequency and/or consequence may be
shown to be mitigated by less rigorous analysis and subsequently less rigorous I&C equipment
requirements.
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Response Time Requirements and Margins
Section 38
Facility system designs should be sufficiently robust, to withstand a process perturbation, without
damage or degradation, until the I&C system can detect the change in the monitored parameter,
command a change in the controlled variable and have that system return to the safe or process
normal state. The margin (allowed variation of the process parameter for the allowed time) should
be sufficient for the I&C system to detect the change in the process and respond within some defined
degree of internal delay or failure.
The Basic Control System should be reliable and exhibit adequate response time to maintain normal
fusion operations without unnecessary challenges to or actuation of the safety system. These
necessary attributes should be addressed by performance of sufficient setpoint and instrumentation
uncertainty and response time analysis to ensure adequate margins exist between normal control and
safety system setpoints and limits.
Qualification
Safety related I&C components should be qualified to perform their intended safety function for the
life of the component. Qualification should address operational requirements and environmental
requirements. Qualification for operational conditions should consider maintenance, testing, and
operation during all operational modes, such as, normal, off normal shutdown, and postulated
accidents. Qualification for environmental conditions should be limited to normal operational
environments, except for those components and systems that must remain operable during and/or
after an accident. Those I&C systems and components required to remain operable during and/or
after an accident should be environmentally qualified for the conditions they are subjected to during
the time it takes to complete their safety functions.
Seismic qualification of I&C systems and components should be considered for those items that are
required to maintain their structural integrity and operability during and after a design basis
earthquake.
Qualification requirements (if any) for systems credited in Design Basis Events should be explicitly
stated in the overall functional requirements. Additional Graded Approach guidance should be
provided to ensure consistency across Facility System Boundaries. This is important to I&C since
the I&C System crosses these boundaries.
Human Factors
A human factors analysis of the control room or local I&C panel operator interfaces with console or
panel controls, displays, indications and alarms should be performed. This includes the interface of
control room functions with local panel operations capability and the interface with digital system
displays and control and response capabilities.
Testability and Maintainability
The I&C system and components should be designed to provide the capability for performance of
periodic testing of all instruments, logic, interlocks, permissive features, bypasses, and other facility
systems. The safety system portion of the I&C system should be capable of confirming the required
calibration, setpoint and time responses with test frequencies that meet the uncertainty analysis
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requirements. Test features of the safety system I&C should be able to detect failures of the system
that could degrade or prevent a safety function from occurring in the presence of a single failure.
Section 39
The I&C system should include maintainability considerations in the design process. These
considerations should include ease of replacement of components, modules, or subsystems, the access
availability of the equipment with consideration for personnel hazard conditions (radiation, magnetic
fields, temperature, proximity to steam piping or other stored energy conditions, etc.), and the
provision for sufficient bypass or disable capability and test point access to allow for the valid
performance of necessary and adequate testing.
Power
The I&C power system design should provide for the necessary redundant power sources to ensure
that the system will be capable of performing its required function under all normal and postulated
accident scenarios. Power sources that should be considered for the I&C system include
uninterruptible power sources, critical instrument busses capable of being powered from diesel
generator back up power, and battery back up systems.
Control Room Design
The design of the control room should be implemented in accordance with IEC 964 standard
guidelines, with the appropriate modifications for fusion versus fission technologies and hazards. The
underlying principles of the man/machine interface and functional analysis presented in IEC 964 are
appropriate to the design of fusion control facilities.
Adequate radiation and environmental protection should be provided to permit access and occupancy
of the control room under accident conditions where the operator monitoring, mitigative or response
actions are required during or following an accident.
Equipment at locations outside the control room should be provided to achieve and/or maintain the
facility systems in a safe or shutdown condition in the absence of the control functions designated for
that purpose.
Safety Actuation
Safety function actuation should be sealed in, so that the safety function actuation is maintained even
if the logic that initiates the actuation is lost.
Monitoring
Monitoring of after-heat removal after-heat removal (and normal operating heat removal) should
include sufficient information processing and displays to present the heat balance and energy transport
and verify parameters are within the expected ranges. Higher order logical processing and display
may be required to present operators with an integrated picture of the fusion heat removal system.
The input sensors, algorithms, software and hardware required for this safety-significant activity
should meet appropriate reliability standards.
The inherent robustness of the facility confinement systems should be analyzed (and demonstrated)
to show survivability during PIE with the worst case performance of the I&C System. The design
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basis (or Graded Approach) should specifically describe the requirements for coupling PIE and
internal transients; the influence of PIE on parameter measurements, uncertainties and response times
should be evaluated for those scenarios requiring coupling of events.
Monitoring of the inventory levels and barrier integrity should address the Postulated Initiating Event
of concern. Active detection and venting to expansion volumes must meet the response times
assumed in the analysis criteria. Passive designs for channeling coolant to the expansion volume
should be considered.
TRITIUM SYSTEMS
General Safety Design Criteria
Section 40
Tritium system tritium system design should include features which minimize the environmental
release of tritium and exposure of personnel, minimize quantities of tritium available for release during
accidents or off-normal events, and minimize the unintended conversion of elemental tritium to an
oxide form. Consistent with facility safety analysis, design features should include:
1. Segmentation of the tritium inventory such that release of all tritium from the single largest
segmented volume has acceptable consequences,
2. Confinement barriers1 to reduce tritium environmental release to an acceptable level,
3. Materials and equipment which are tritium compatible and minimize exposure of tritium to
oxygen, and
4. Cleanup systems to recover gaseous tritium released within any confinement barrier or to process
streams exhausting to atmosphere.
Tritium system functions should be designated safety functions if they are credited in the facility safety
analysis in order to meet prescribed safety criteria. Systems or components needed to perform safety
functions should be designated safety-class systems or components. Components which do not
perform safety functions but whose single failure causes the failure of a safety function should be
designated safety-class components.
Generic System Description
The following sketch illustrates the tritium system consisting of five major functional areas within
multiple confinement barriers:
Primary confinement, a sealed system rated for design maximum pressure and low leak rate, is the
1 This document considers the tritium containment system to be a type of confinement. Sealed high-
integrity process equipment and piping provide the containment system, for vacuum and pressure conditions,
and constitute the primary confinement barrier. The secondary confinement barrier consists of gloveboxes and
cabinets which house the primary confinement (containment) system. To complete the secondary
confinement, process piping between glove boxes or cabinets are within a jacket enclosure which seals to the
glovebox or cabinet. Additional sealed cabinets or rooms may extend the concept to tertiary, quaternary or
higher orders of confinement in accordance with the facility’s safety analysis.
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primary barrier for tritium. Although primary confinement is sealed and leak tight, tritium is an
elusive molecule and small tritium leaks will occur inevitably. Secondary confinement, a system with
controlled outflow, collects the leaked tritium in a recirculating nitrogen (or inert) gas stream for
subsequent recovery of the tritium. Secondary confinement operates at a subatmospheric pressure,
by virtue of a small purge stream to the exhaust stack, and thus is unlikely to leak tritium to the
tertiary or higher order confinements.
Personnel may not enter primary confinement or secondary confinement zones during normal
operation. They may enter for maintenance activities, and only after tritium removal is complete for
the affected systems.
Personnel may routinely occupy the tertiary or higher order confinement zones without wearing
protective clothing and respiratory equipment. But personal protective equipment (PPE) is available
for rapid donning if the safety analysis reveals a credible event wherein tritium enters tertiary or a
higher order confinement zone.
Section 41
The tritium facility’s heating and ventilation system (H&V) promotes the confinement concept by
maintaining pressure differentials such that air flow is always towards zones with greater
contamination potential. In the above sketch, fresh air enters the quaternary zone then flows to the
tertiary zone from which it discharges to a stack.
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H&V Supply
Tritium
Transfer
Tritium
Purification
Tritium
Recovery
Tritium
Storage
System
Cleaning
S
T
A
C
K
Tertiary Confinement
Quaternary Confinement
H&V Exhaust
H&V Transfer
Recirculating Gas
Primary Confinement
Secondary Confinement
Fresh Air
Inlet
Figure II-1. Tritium confinement scheme.
The function of each major tritium area within primary confinement is as follows:
Tritium Storage
The tritium inventory resides in the storage medium unless it is undergoing transfer, recovery,
purification or burning in the fusion machine. The storage medium can be tankage or hydride
beds.
Tritium Transfer
The transfer function moves tritium from one part of the primary confinement to another or to
the fusion machine vacuum vessel or a pellet process. The transfer motive force can be either
residual differential pressure, or active pumping, or thermal cycling of a hydride bed, or all three.
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Tritium Recovery
The recovery function recovers the small amounts of tritium that invariably escape from the primary
confinement during operations and maintenance. Recovery involves removing tritium and any
deuterium or protium isotopes from the secondary confinement volume and holding the isotopes for
subsequent processing in the purification function. The recovery process can use zeolite beds or
metal hydride beds.
! A primary recovery system operates continuously, and recovers tritium from small leaks
occurring during normal operation.
! A secondary recovery operates on demand and provides a greater tritium recovery capacity
necessary for large leaks or maintenance operations.
! A purge recovery system maintains the secondary confinement at a subatmospheric pressure by
exhausting continuously some of the secondary confinement atmosphere to the environment.
The purge system recovers tritium from these exhaust flows.
Tritium Purification
The purification function removes the hydrogen isotopes protium, deuterium and tritium from other
gases and then separates the tritium isotopes from protium and deuterium. The purification process
can use thermal diffusion columns or cryogenic distillation or a chromatographic process or
(preferred) a thermal cycling absorption process. The thermal cycling absorption process uses a
palladium-coated kieselguhr2 hydride bed which, upon temperature cycling, separates tritium from
protium and deuterium.
System Cleaning
The cleaning function operates on demand and cleans impurities (suspended solids, oils, moisture,
halides, etc.) from the tritium systems. Cleaning uses various detergents, chlorinated fluorocarbons,
solvents and water, followed by vacuum drying to <10-2 torr. Removal of impurities is important to
prevent stress corrosion cracking of stainless steel and contamination of the fusion machine’s vacuum
vessel.
Potential System Safety Functions
The potential safety functions for the tritium systems are:
Normal Operation:
Section 42
1. Provide for primary and secondary confinement barriers that separate tritium from onsite and
offsite personnel and the environment. If the safety analysis requires tertiary or higher levels of
confinement, the tritium systems should provide the additional barriers. This safety function
includes the structures, systems and components necessary to establish the barriers and the power
sources necessary to maintain the barrier operation within prescribed safety limits.
2 loose or porous diatomite
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2. Provide for monitors and signals or alarms dictating a need to isolate or otherwise control a
tritium system to prevent monitored system variables exceeding a safety limit. The safety analysis
should identify the system variables requiring monitoring, which will normally include system
pressure, oxygen inleakage and tritium out leakage from a confinement barrier.
3. Provide for recovery from anticipated off-normal events by providing systems that remove tritium
from secondary and greater confinements and from any air stream exhausting a confinement to
the environment.
Maintenance:
1. Provide for primary confinement of tritium during maintenance within secondary, tertiary or any
greater levels of confinement barriers.
2. Provide for tritium removal, evacuation and cleansing of primary confinement systems prior to
breaking the primary confinement barrier for maintenance. This preparation for maintenance will
minimize the resultant tritium losses.
Design Basis Accidents:
The safety analysis should specify design basis accidents. Tritium systems design should implement
requirements and provide for corresponding safety functions to make the accident consequences
acceptable.
A typical frequency for design basis accidents is P>10-6/year. The safety analysis will specify the
actual frequency. The quantity and form of tritium released during a design basis accident will
determine the consequences of the accident. Probability and consequence are the parameters
determining risk. The following are potential design basis accidents for tritium systems:
Internal Initiators
1. Tritium fire or detonation
2. Missile or pipe whip resulting from sudden failure of high energy system. This accident has
potential for causing a release of tritium and simultaneously disrupting multiple confinement
barriers.
3. Human errors
External Initiators
1. Natural phenomena, including earthquakes, hurricanes, tornadoes, floods, tsunami, etc.
2. Aircraft and other missile impact (excluding sabotage).
Beyond Design Basis Accidents:
There are no system safety functions required for beyond design basis accidents.
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Beyond design basis accidents include internal and external initiators whose frequency is lower than
the design basis frequency limit specified in the safety analysis.
Safety-Class Design Standards and Criteria
For safety-class tritium systems, the following design standards and criteria should apply to the
system, structures or components:
Structural
General
The tritium systems boundary is the pressure (or vacuum) confinement barrier afforded by the piping,
fittings, vessels, valves, and instrumentation that are wetted on their interior surfaces by tritium. The
boundary extends to the first or second isolation valve in system piping to the fusion device’s vacuum
vessel.
Loads
1. Individual Loads
Section 43
Tritium systems should withstand the static load, vacuum, normal operating pressure, normal
operating thermal load, electromagnetic loads (normal operating and fault), interaction loads from
adjacent systems, natural phenomena hazard loads and loads due to missile impact and hydrogen
detonation (if these are design basis accidents, see Section IV).
a) Static Load - The static load should include the weight of the equipment identified as
constituting the system (or component), and any supported hardware.
b) Vacuum Load - The vacuum load should include forces arising from complete vacuum
within the primary confinement barrier. A vacuum of <10-2 torr within the primary
confinement system is customary for cleansing prior to and following maintenance,
inspections, etc.
c) Normal Operating Pressure - Normal operating pressure loads should range up to and
include the design pressure of the system or components.
d) Normal Operating Thermal Load - The normal operating thermal load should include
temperatures associated with routine processing operations, both cryogenic and elevated,
and elevated bakeout conditions required for cleansing prior to equipment removal.
e) Electromagnetic Loads - Electromagnetic loads should include the forces induced as a
result of power, instrument and control and eddy currents in the tritium system interacting
with magnetic fields of the fusion machine’s normal operation.
f) Electromagnetic Loads During Faults - Electromagnetic loads should include the loads
induced during abnormal operating events such as control failures, power supply failures,
bus opens or shorts, or magnet faults.
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g) Interaction Loads - Interaction loads should include the loads imposed on the tritium
systems by adjacent systems during normal or fault conditions.
h) Natural Phenomena Loads - Natural phenomena hazard loads should include loads
resulting from earthquake, wind, flood, tsunami and seiche. UCRL-15910 provides
guideline methods for establishing load levels and for evaluating the response of
structures, systems and components to the load levels.
i) Hydrogen Detonation Loads - Hydrogen detonation loads should include the mechanical
and thermal effects of tritium, deuterium and protium ignition or detonation, if the safety
analysis includes such failure as a design basis accident.
j) Missile Impact Loads - Missile impact loads should include missiles and pipe whip
resulting from failure of high energy systems, if the safety analysis includes such failure
as a design basis accident.
2. Combined Loads
Table I-1 lists the load combination which the design should consider for normal and anticipated off-
normal operations.
Because maintenance involves isolating, depressurizing and evacuating a system, the load during
maintenance is the static load only.
3. Cyclic Loads
Tritium systems are subject to thermal and pressure cyclic loadings during normal and anticipated off-
normal operation and maintenance. An evaluation should determine if a formal fatigue analysis is
necessary. ASME 93a or comparable computational methods provide criteria for the evaluation
which should use a conservative analysis for the number of cycles and service life including the
expected changes in material properties with time.
Structural Acceptance Criteria
Section 44
Tritium systems that are safety-class should have design, fabrication, inspection and testing in
accordance with a recognized safety-class code such as the ASME Boiler and Pressure Vessel Code.
The specific codes and criteria selected should be commensurate with the level of safety required and
should have a technical justification.
Tritium systems that are NOT safety-class should have design, fabrication, inspection and testing in
accordance with a recognized national consensus code such as the ANSI/ASME Standard B31.3
“Chemical Plant and Petroleum Refinery Piping” (ANSI 93).
Structures, systems and components near a tritium system should be safety-class if their credible
failure could impact the safety function of a tritium system.
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Deflection Analysis
An analysis of tritium system deflections over the full range of temperatures, vacuums and pressures
should confirm no interferences or loss of confinement integrity.
Testing and Inspection
Non-destructive testing and inspection of safety-class welds, vessels, piping and valves should be in
accordance with the ASME Boiler and Pressure Vessel Code (ASME 93a). Personnel qualification
and weld acceptance criteria should also be in accordance with ASME 93a.
Testing and inspection should occur before initial operations. The hazards associated with testing
of contaminated systems, processing of the contaminated test medium, and increased potential for
environmental losses of tritium, may impede subsequent periodic testing and inspection. Any system,
subsystem, or component, that is determined to require periodic testing and inspection should be
identified during the design of that system so that the test requirements are incorporated into the
design.
Computational Methods Validation
Computer codes or other computational methods supporting the design of tritium systems should
have validation and verification for the range of normal and off-normal operations including design
basis accidents. This validation and verification should support the use of the computational method
in each intended application.
Materials
Radiation
Materials of construction should be qualified for the lifetime radiation environment. The structural
design analyses should use conservative end-of-life properties. If a component’s expected lifetime
is less than the system’s lifetime, design should provide for component replacement.
Radiation environment refers principally to external sources of radioactive energy, but it includes the
beta energy of tritium decay also.
Thermal
The structural design analyses should use material properties appropriate for the operating conditions.
If no published materials property data exist for a particular operating temperature, tests should
establish the material properties at the temperature.
The ASME Boiler and Pressure Vessel Code (ASME 93a) imposes temperature limits for structural
designs. For items whose design complies with the Code and whose temperature could exceed the
Code’s limit, the design analyses should reduce allowable stress to an acceptable value determined
by testing the material at the elevated temperature.
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Tritium Embrittlement
The structural design analysis should use material properties based on tritium and helium
embrittlement for the projected end-of-life.
Penetrations of Confinement Systems
Penetrations should meet the same materials requirements as the penetrated confinement system.
Section 45
Instrumentation and Controls
Tritium systems design should provide for instrumentation and control to monitor parameters
important to the safety function for normal operation and design basis accidents. The safety analysis
should identify and the design should implement:
1. Instruments to monitor safety-related variables. Primary confinement will typically provide
monitoring for pressure, vacuum, temperature, and the ability to provide batch-based qualitative
gas analysis. Secondary confinement will typically provide for tritium detection, pressure (relative
to ambient or tertiary confinement), and oxygen level (if secondary has a reduced oxygen
atmosphere). Subsequent levels of confinement will provide monitoring abilities commensurate
with the hazard anticipated and the operating conditions of the barrier.
2. Controls to maintain measured variables within prescribed limits and to isolate tritium subsystems
when necessary for safety reasons.
3. The design for safety-class systems, including their ventilation systems, should incorporate
sufficient redundancy and/or diversity to ensure that a single failure will not result in total loss of
instrumentation or control for a safety function.
The power supply for safety-class instrumentation and controls should meet the requirements for
Class 1E electric power systems (IEEE 308).
The different designs and operating characteristics of fusion facilities limit the amount of specific
guidance that these criteria can provide. Existing DOE and NRC design requirements and guidance
documents (IEEE 603, DOE 6430.1A, NUREG-0800, 10CFR50(A), USNRC Regulatory Guides
(RG 1.100 - RG 1.89)) provide helpful general guidance for implementing these criteria at a particular
fusion facility.
Confinement Systems
Tritium systems design should provide for confinement barriers to reduce tritium releases to an
acceptable level. The safety analysis should define and the design should implement appropriate
robustness and leak tightness for the barriers. The confinement system should include as a minimum
primary confinement system and a secondary confinement system. Design should also provide for
tertiary, quaternary or higher orders of confinement if the safety analysis indicates these higher orders
are necessary. The assumption of a single failure within the system does not compromise the
confinement function.
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The safety analysis should identify the confinement safety functions and the process conditions for
which the functions are required. The confinement systems should provide the required confinement
safety functions for normal operation, anticipated off-normal events and design basis accidents with
the assumption of a single failure in the system.
Primary Confinement Systems
All tritium systems should enclose tritium within a primary confinement that provides a low leak rate,
pressure-rated static barrier. Normally, primary confinement systems are sealed systems and are
opened only for maintenance, testing and inspection of confinement subsystems.
Electrical equipment necessary to provide the required confinement safety function should be safety-
class and should have a safety-class electrical power supply including a backup electrical power
supply (DOE 3003).
Section 46
Opening a confinement subsystem requires prior removal of tritium and cleansing. Cleansing steps
that exhaust to the atmosphere should exhaust through a tritium removal system to limit the release
of tritium to the environment consistent with release limits and ALARA principles. The safety
analysis should prescribe limits for tritium releases to the environment. The exhaust from a
confinement subsystem may be through a dedicated tritium removal system or through a secondary
confinement subsystem which has an tritium removal system. The tritium removal systems should
have capacity to recover from a design basis tritium release from primary confinement.
10CFR50(I) provides specific methods and evaluation criteria that are acceptable in implementing
ALARA with respect to exhaust systems from a confinement system. DOE 6430.1A provides
additional guidance for design of confinement systems. RG 1.140 provides guidance for design,
testing and maintenance for exhaust system cleanup systems.
Secondary and Higher Order Confinement Barriers
A secondary confinement barrier should enclose the primary confinement system. Tritium systems
should also have tertiary or higher orders of confinement in accordance with requirements of the
safety analysis. Secondary and higher order confinement barriers should comply with the criteria of
this section.
Secondary confinement barriers should have a recirculating nitrogen or inert gas atmosphere. For
the purposes of this document, when the term “inert” is used in reference to the confinement
atmosphere, any combination of reduced oxygen environments is intended. Tertiary and higher orders
of confinement should have atmospheres as directed by the safety analysis.
Secondary and higher order confinement barriers should operate at subatmospheric pressure by
exhausting some of the atmosphere to the environment. The atmospheric exhaust should be through
an tritium removal system to limit the environmental release of tritium consistent with release limits
and ALARA principles. The safety analysis should prescribe limits for tritium releases to the
environment.
10CFR50(I) provides specific methods and evaluation criteria that are acceptable in implementing
ALARA with respect to exhaust systems from a confinement barrier. DOE 6430.1A provides
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DOE-HDBK-6004-99
additional guidance for design of confinement barriers. RG 1.140 provides guidance for design,
testing and maintenance for tritium removal systems.
Segmented Tritium Systems
Tritium systems design should provide for segmentation of the tritium inventory to make acceptable
the amount of tritium releasable in a single event. Design should provide for isolation of each
segmented volume using valves or piping blanks. Check valves and other one-way valves are not
acceptable as isolation devices.
Release of tritium from the single largest segmented volume should not result in exceeding prescribed
dose limits or other unacceptable consequences.
Segmentation may be accomplished by either
1. Utilization of processes or devices with small inventory, or
2. Separation of the tritium inventory into isolable volumes, or
3. Storage of tritium in an immobile condition relative to the single event (e.g., metal hydride beds).
Protection For Natural Phenomena
Section 47
For the tritium systems that are safety class, including structures and components, design should
provide robustness to withstand the effects of design basis natural phenomena such as earthquake,
tornado, hurricane, flood tsunami, seiche, etc., without loss of safety function. The design should
also provide for protection of safety-class equipment and systems from potential failure of non-safety
class hardware during natural phenomena events. If protection includes isolation of safety-class
systems, the equipment, instruments and electrical systems that provide for the isolation should be
capable of withstanding the effects of design basis natural phenomena without failure of function and
should be fail-safe in the event of power loss or failure within electrical systems.
Protection from Environmental Conditions and Missiles
For the tritium systems, including structures and components, that are safety class, design should
provide robustness to accommodate the effects of environmental conditions of normal operations,
maintenance, testing and postulated accidents without loss of safety function. Safety-class tritium
systems should have robustness or protection to withstand dynamic effects of a missile, pipe whip,
or runaway plasma that may result from equipment failures and from events outside the tritium
systems if the safety analysis evaluates these as design basis accidents.
Fire Protection
The design should minimize the probability and consequences of tritium fires or explosions. Because
fire oxidizes elemental tritium to tritium oxide, a form with a much greater biological hazard, design
should place high priority on preventing fires. The design should use noncombustible or fire resistant
materials to the greatest practical extent throughout the tritium systems.
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Where the safety analysis evaluates fires as design basis accidents, design should provide for fire
detection and suppression systems having appropriate capacity and capability to minimize adverse
effects of fires on safety-class systems, structures and components. Rupture or inadvertent operation
of fire suppression systems should not significantly impair the safety function of tritium systems,
structures and components.
Fire suppression systems should emphasize use of dry chemical or gas suppressants. Because of the
natural affinity of tritium for water and the increased biological hazard of tritiated water, the use of
water as a tritium fire extinguishing agent should require a technical or economic justification.
Facilities that have the potential for introducing fire suppression water into a tritium contaminated
environment should provide a tritiated water collection system with the capacity to store the total
volume of fire suppression run-off. Design should provide for facilities to dispose of any tritiated
water in an environmentally acceptable manner.
Conversion of Elemental Tritium to Tritium Oxide
The design should include engineered features as necessary to minimize the potential for tritium
contact with ignition sources, water, moisture, hydrocarbons and other oxidizing sources. Because
oxidized tritium is a significant biological hazard, the design must reduce to a practical minimum the
unintended conversion of tritium to any oxidized form. This criterion recognizes that some tritium
cleanup systems convert elemental tritium to an oxide form with deliberate intent, to facilitate removal
from flowing gas streams.
Heat Removal
Section 48
The design should provide for reliable removal of total heat loading from all confinement barriers.
Total heat loading consists of tritium decay heat and equipment energy dissipation within a barrier
and heat transfer into the barrier from external energy sources.
System Cleaning
The design should provide for cleaning of tritium systems before and after installation. Tritium
systems should be able to withstand vacuum conditions necessary for cleaning purposes. Once
tritium has contaminated the primary confinement, only limited cleaning is permissible for tritium
wetted surfaces.
Tests and Inspections
The design should provide for periodic tests and inspections of structures, systems and components
related to the intended safety function. The tests and inspections should assess structural integrity,
hydrogen embrittlement, leaktightness and other parameters related to the safety function.
The design should provide for and operations should have an appropriate materials surveillance
program.
If the design does not permit periodic inspections and tests in accordance with applicable codes,
particularly for systems contaminated with tritium, the safety analysis should develop and prescribe
an acceptable testing program. The facility authorization basis should include the test and inspection
program.
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Design Considerations
General
The tritium primary confinement is the pressure (or vacuum) boundary, wetted routinely by tritium,
outside the fusion machine’s vacuum vessel and associated vacuum system. Gages, stubs or other
pressure-containing hardware attached to a safety-class primary confinement subsystem are safety-
class components and design should have them serve as confinement barriers for all operational and
accident modes of the tritium primary confinement.
Radiation Shielding
Radiation shielding is not a design consideration for tritium systems. Tritium decays to a stable
element, helium (3He) by emission of low energy beta radiation, maximum 0.0185 MeV and average
0.0057 MeV. The maximum range (i.e., density thickness) of beta particles, about 0.6 mg/cm2, is less
than the generally accepted 7 mg/cm2 thickness of the epidermis of the skin. The beta radiation is
easily and completely shielded by a relatively thin layer of almost any material, including the materials
of the tritium confinement system. Thus, if the primary confinement system is leak tight, tritium poses
no radiological hazard to operating personnel.
Confinement Barriers
Tritium primary confinement is a major design consideration because tritium is difficult to contain.
As noted above, tritium is not an external radiation hazard. However, when tritium is oxidized and
ingested it produces a significant internal dose. Regardless of the care taken to assure physical
integrity and leak tightness of the confinement, small quantities of tritium will escape at the various
process connections during normal operations. Additionally, an increased level of loss will occur
during maintenance operations which usually breach the primary barrier. By escaping to unwanted
areas and reacting with normally present materials, tritium can create significant biological hazards.
For example, tritiated water (tritium oxide) is a water molecule in which one or both of the hydrogen
atoms is a tritium atom rather than the normal protium, e.g., T2O, HTO, DTO. Tritiated water is on
the order of 104 times more hazardous to humans than elemental tritium. The human radiation dose
hazard is through inhalation, ingestion or absorption through the skin.
Section 49
Because tritium is very mobile and can create a biological hazard, tritium systems must have barriers
to protect personnel and the environment from tritium and its compounds.
As a minimum, a tritium system should have primary and secondary confinements. If the safety
analysis determines that tritium systems, or certain components, require tertiary or higher order
confinements, the design should provide for these confinements in a similar manner as secondary
confinement as discussed below.
The primary confinement system should consist of piping, tubing, valves, fittings, equipment and
instrumentation components that define the pressure boundary of the tritium systems. The primary
confinement system is normally a closed system in direct contact with tritium and containing it for
conditions ranging from vacuum to full system pressure. Physical integrity is assured by compliance
with the applicable ASME Code for boiler and pressure vessels, or equivalent Codes. If the safety
analysis determines a portion or all of tritium primary confinement to be a safety-class system, the
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DOE-HDBK-6004-99
associated individual components are safety-class and the design should consider them as the primary
confinement barrier for all operational and design basis modes.
Secondary confinement includes the 1) barriers that enclose the primary confinement and 2) systems
that ventilate the secondary confinement volumes. If the safety analysis deems a portion or all of
secondary confinement to be a safety-class system, the associated individual barrier components are
safety-class and the design should consider them as confinement barriers for all operational and design
basis modes. Examples of secondary confinement systems are glove boxes, sealed enclosures, bell
jars, double jacketed vessels/duct work/piping, and stripper/scrubber systems. Ventilation systems
for secondary and higher order confinement volumes will operate at a negative pressure relative to
the ventilation systems of zones occupied by personnel. The negative pressure will assure that any
air flow between zones will flow from personnel zones and into the zones that could be confining a
tritium release.
Structural Design Codes
The design, fabrication, testing and inspection of safety-class tritium structures, systems or
components should be in accord with the ASME Boiler and Pressure Vessel Code (ASME 93a), or
to a comparable safety-related code.
Either ASME Code Section III, Class 1 or 2 or the comparable elements of ASME Code Section
VIII, Division 2 may apply for pressure vessels. For tritium systems, ASME Code Section III is
acceptable. ASME Code Section VIII is acceptable if the design uses additional standards in areas
such as attached valves, pumps, piping and supports, enhanced quality assurance and tritium/helium
embrittlement effects which are comparable to relevant parts of ASME Code Section III.
In general, the designer should prepare a detailed comparison between ASME Code Section III and
the comparable code, for safety-class systems, and demonstrate comparability. The designer should
prepare this comparison early in the design phase and the safety regulatory or licensing authority
should endorse the comparability to ensure acceptability for construction. Finally, this document does
not address the actual stamping of a vessel or component complying with Section III or VIII; this is
a decision among the owner, fabricator and the cognizant regulatory agency.
Section 50
Hydrogen Fire and Detonation
Hydrogen fire and detonation are potential hazards which the safety analysis may declare design basis
accidents (typical frequency > 10-6/year). If tritium primary confinement is a safety-class system,
it must retain a required integrity during and after a fire or detonation event, although the non-safety
related functions of the confinement can be compromised. If it is not a safety class, the tritium
primary confinement may fail in a fire or detonation event, but the failure should not degrade the
function of an adjacent safety-class system, structure or component.
Hydrogen Fires
The hydrogen isotopes tritium, deuterium and protium leak easily and can form a highly flammable
mixture with air. Hydrogen and air mixtures can ignite and sustain a flame over a very wide range
of composition, from 4% to 74% by volume of hydrogen, at room temperature and pressure (Hord
78). A minimum limit of 9% is needed to sustain a coherent flame. At room temperature and
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DOE-HDBK-6004-99
pressure, a spark energy of 0.02 millijoule can ignite a stoichiometric mixture (29.5% tritium by
volume). The potential for hydrogen fires can be minimized through leak prevention, elimination of
ignition sources, reduction of available oxygen, and/or increased ventilation.
Hydrogen Detonations
The mode of burning in which the flame travels at supersonic speeds is called detonation. Heated to
a high temperature, a mixture of hydrogen and air can spontaneously ignite and detonate. This
temperature is the spontaneous ignition temperature which is a function of composition, pressure and
container size. At one atmosphere of pressure, this temperature is about 540°C. Favorable
conditions for detonation are stoichiometric mixture (29.5% hydrogen by volume), high energy
ignition sources and confining surroundings. Unconfined hydrogen-air mixtures do not detonate
unless the ignition source delivers considerable energy in the form of a shock wave.
For a potential hydrogen fire or detonation to be a design basis accident, the safety analysis should
evaluate the frequencies of the required conditions occurring at the same time:
1. Hydrogen isotopes in sufficient concentration,
2. Oxygen in sufficient concentration, and
3. High temperature or ignition source.
To preclude a tritium fire or detonation as a design basis accident, the safety analysis must
demonstrate a low event frequency, typically <10-6/year.
Design features that promote a low event frequency include:
1. Leak tight primary confinement to prevent out leakage of tritium to the secondary confinement,
2. Inert gas in the space between primary confinement and secondary confinement barrier walls, to
prevent oxygen contacting tritium,
3. Monitors to detect tritium out leakage or oxygen inleakage,
4. Minimize ignition sources or high temperatures near the primary or secondary confinement
barriers, and
5. Utilize NFPA rated enclosures (NFPA 70) for electrical equipment in a location potential for
contact with flammable mixtures exist.
Metal Embrittlement
Almost all metals will absorb hydrogen gas in a thin surface layer from which hydrogen will diffuse
deeper into the metal. Additionally, some of the hydrogen isotope tritium will decay to helium-3.
With time and continued exposure, both the diffused hydrogen isotopes and the tritium decay product
helium will embrittle the metal.
Section 51
Embrittlement alters the material properties of some metals significantly, by reducing ductility which
leads to failure by crack growth at ambient temperature. In addition, some metals containing helium
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DOE-HDBK-6004-99
can crack at elevated temperatures, including welding temperatures, by bubble agglomeration and
creep crack growth.
Design should eliminate embrittlement as a design issue by considering in the choice of materials a
lifetime projection of pressures and temperatures and exposure to hydrogen isotopes.
Exchange with Hydrogen, Hydrogenated Compounds, and Hazardous Wastes
Tritium will readily exchange with a hydrogen atom in water, oils and almost all other hydrogenated
compounds. Tritiated water and some tritium hydrocarbon compounds are absorbed quickly into the
human body where the beta energy of tritium decay can cause biological damage. When tritiated,
mercury, oils and other hazardous wastes become mixed waste with a significant disposal cost.
The design should avoid use of water, moisture, mercury, hydrocarbons (oils), plastics, asbestos or
elastomeric gaskets and other hydrogenated compounds that could contact tritium. Gaskets and O-
rings in contact with tritium should not use elastomers or plastics or asbestos; tritium will degrade
them and cause premature failure. Ultra-high molecular weight polyethylene (UHMWPE) is an
exception to this rule; see “Recommended Design Practices” below.
Components of Primary Confinement System
Piping, pumps, valves and pressure relief devices should meet all pressure requirements and vacuum
requirements for the primary confinement, and should comply with applicable ANSI/ASME standards
(ASME 89d, ASME 93a, ASME 93b).
Welded joints are preferable to compression fittings which are preferable to threaded fittings. Welded
joints or mechanical joints are acceptable for piping enclosed in a secondary confinement glove box
or cabinet. But outside glove boxes or cabinets, piping should have all welded joints. Pumps should
comply with National Electrical Code requirements for explosion proof installation (NFPA 70), and
should not use organics, hydrocarbons or other volatiles for surfaces that will contact the tritium
process gas. Valves should meet prescribed leak requirements across the valve seat and from the
valve bonnet and body.
Recommended Design Practices
Materials of Construction for Primary Confinement
Recommended Materials
For the primary confinement system for tritium, the recommended materials of construction are
austenitic stainless steels:
Type 304-L,
Type 316, or
Type 316L.
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In addition, the following materials for instruments, gaskets and seals of the primary confinement
system can contact tritium without detriment in the pressure and temperature ranges of most tritium
systems:
Copper,
Aluminum,
Nickel,
Silver,
Type 304 stainless steel,
Stellite, or Nitronic 60® (Titanium Corporation of America)
Vespel®, and
Indium.
For cryogenic processes, Type 316L austenitic stainless steel is the recommended material of
construction.
The design should give particular attention to avoid conditions that could cause stress corrosion
cracking of austenitic stainless steels.
If the performance of a particular material in a hydrogen environment is not well known, the designer
should perform bench tests to establish performance in simulated operating and accident conditions.
Materials Not Recommended
Section 52
The design should avoid use of the following materials of construction and materials of operation for
tritium primary confinement:
Metals that are susceptible to embrittlement and cracking upon exposure to hydrogen,3
Water
Hydrocarbons (oils)
Mercury,
Iron oxide contamination on either the tritium wetted surface or an outside surface as a
contaminant,
3 Precipitation hardened steels (e.g., 17-4 PH, 15-5 PH) are especially subject to embrittlement by
tritium and helium. Some metals including some type 300 stainless steels containing helium alone can crack
at elevated temperatures, including welding temperatures, by bubble agglomeration and creep crack growth.
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Materials capable of forming methane,
Elastomers, plastics or asbestos. An exception is the use of ultra-high molecular weight
polyethylene (UHMWPE) as a step tip in automatic valves. Valves will remain leak-tight longer
with an UHMWPE step tip than with a metal tip (e.g., stellite).
Carbon steel is significantly more susceptible to hydrogen embrittlement than Type 300-series
stainless steel and is not a recommended material for primary confinement. Additionally, at elevated
temperatures, carbon steel is vulnerable to hydrogen combining chemically with carbon,
decarbonizing the metal, forming methane and causing cracking and blistering.
Piping
The recommended piping construction method is welding in accordance with the applicable
ANSI/ASME standard (ASME 89d). Design should minimize the use of mechanical joints but, where
use is necessary, the recommended mechanical joint is a high vacuum connector. Mechanical joints
or welded joints are acceptable for piping enclosed within a secondary confinement glove box or
cabinet. Outside a glove box or cabinet, only welded joints are acceptable.
Metal-to-metal seals are preferable to elastomer seals. Where conditions necessitate the use of
elastomer sealing, design should provide a dual O-ring configuration with ease of replacement.
Pumps
Process requirements will dictate the selection of pumps. In addition to providing for maximum
design pressure, pumps should also have the capability of withstanding vacuum for cleaning purposes.
Therefore, the selection of pumps for normal operations should include compliance with the vacuum
specification. Pumps should not use organics, hydrocarbons or other volatiles on surfaces that can
contact the tritium process gases. Metal-to-metal pumping surfaces are satisfactory, and other
technologies may be also.
If the safety analysis indicates a pump is safety-class, it should meet the requirements of the applicable
ANSI/ASME standard (ASME 89c, ASME 93a). Pump motors should meet National Electrical
Code requirements for explosion-proof installation (NFPA 70).
Valves
Valves are components of the primary confinement, and as such, should be designed and tested to
the same standards of confinement/vacuum/leak tightness. When specifying leak rate for valves it is
necessary to understand that there are two modes of leakage; 1) across the seat, where the tritium
is still contained within primary confinement, and 2) bonnet/body leakage, where the tritium exits the
primary confinement.
Bonnet/body leakage creates a confinement problem and poses a personnel hazard potential. In
addition, recovery from the primary confinement breach requires processes to be shut down to repair
the leak. Welded, double metal bellows valve bonnets have proven to meet current leak tightness
criteria.
Section 53
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Metal-to-metal valve seats are preferred. An exception is the use of ultra-high molecular weight
polyethylene (UHMWPE) as a step tip in automatic valves that are not subject to high temperature
environments. Valves will remain leak tight longer with an UHMWPE step tip than with a metal tip
(e.g., stellite). During normal operation, seat leakage does not present a personnel or confinement
hazard, but it does have a major impact on process operations, accountability, operability and
volumetric segmentation. Consideration should be given to the use of double valve isolation to
mitigate the potential for valve seat leakage consequences during maintenance breaching of primary
confinement and to increase the confidence level for product purity.
Pressure Relief
Where the potential exists for the over, or under, pressurization of primary or secondary confinement
barriers, pressure relief should be provided. Pressure protection may serve as process equipment
protection without providing a safety function. For the primary confinement system, stringent leak
tightness specifications necessitate that pressure protection be through the use of rupture disks instead
of pressure relief valves, seal pots, etc. For the secondary confinement system, pressure differentials
and leak tightness requirements are not as stringent, therefore pressure protection may use seal pots,
bubblers, surge volumes, etc.
Relief valves should not be used for tritium service. Their performance is inadequate for leak tight
resealing after relief and reliable relief at low differential pressures.
Heating and Ventilation - Personnel Zones
Heating and ventilation systems should promote tritium confinement for zones occupied continuously
or intermittently by operations or maintenance personnel.
The design should provide heating and ventilation systems with pressure differentials to cause air flow
from least contaminated areas to most contaminated in tritium process areas. Ventilation pressure
in personnel zones should be greater than pressure in secondary confinement.
Primary System Cleaning
The design should include provisions to accommodate the cleaning of all tritium systems for initial
installation, particularly vacuum cleaning of the primary confinement system. After tritium has
contaminated the primary confinement’s interior, limited cleaning is permissible and this limited
cleaning must avoid use of waters or organics that could oxidize tritium.
Past Design Practice
Tritium Confinement
Some tritium facilities have used primary confinement, secondary confinement and tertiary
confinement. The minimum essential design, however, uses a primary confinement with a secondary
confinement as a cost effective and safe design for tritium operations. The following sketch illustrates
this minimum essential design.
49
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DOE-HDBK-6004-99
Secondary confinement system pressure
is: - Negative relative to building personnel
- Positive or negative relative to primary confinement, depending on
pressure or vacuum conditions in primary
confinement.
H&V Exhaust
Building Boundary
Secondary Tritium Confinement
Purge Recovery
(Stripper)
Primary Recovery
(Stripper)
Secondary Recovery
(Stripper)
Fusion
Machine
Tritium
& Fueling Transfer
Systems System
Tritium TritiumPurification StorageSystem System
Primary
Confinement
H&V Supply Cleaning
Figure II-2. Tritium processing schematic.
Section 54
The primary confinement system encloses tritium in a sealed, low leak system rated for
all operating pressures and vacuum. Primary confinement is essentially a static, high
integrity system of process equipment and piping. There is no intent that tritium will
leave primary confinement except under controlled transfers.
But tritium is difficult to contain, even in the highest integrity systems, and some small
leakage is likely to occur. To ensure that tritium loss to the environment or exposure of
personnel is minimal, the primary confinement system is within a secondary confinement
barrier. The secondary confinement system is dynamic, depending on differential
pressures or gas flows to confine and channel tritium within certain volumes or pathways.
The secondary (or higher order) confinement system may not be sealed or leak tight.
S
T
A
C
K
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Metal Hydride Technology
Metal hydridemetal hydride beds technology is multipurpose and has replaced several older
technologies for tritium storage, pumping and hydrogen isotope separation. Hydride beds require less
process space than does conventional equipment.
Hydride beds are metal containers filled with other granular alloys or metals that can absorb hydrogen
isotopes when the beds are cold and desorb the isotopes when the beds are heated. Electrical, gas
or other heating and cooling systems are satisfactory. The following sketch shows nitrogen gas to
heat and cool the hydride beds via shell and tube heat exchangers.
Several types of hydride metals have been successfully used in past applications:
- LANA (lanthanum, nickel, aluminum) for pumping and storage,
- Mischmetal (calcium, mixed rare earth metals, and nickel) for compression,
- Pd/K (palladium-coated kieselguhr) for purification and separation, and
- Uranium for storage.
Tritium Storage Process
Past practices have stored tritium in conventional tankage and on metal hydride beds. Metal hydride
beds provide significant safety advantages because they are low pressure devices and, if maintained
below desorption temperature, will not release tritium should the bed wall rupture. Also, hydride
beds require less process space with no significant sacrifice of storage capacity and are the preferred
storage option for most modern applications.
Purification Process
The purification process removes hydrogen isotopes from other waste gases and then separates the
hydrogen isotopes. A palladium diffuser bed removes hydrogen isotopes from helium and other waste
gases. To separate the hydrogen isotopes from each other, past practices have used four processes:
1. Thermal Diffusion Columns,
2. Chromatograph Columns,
3. Cryogenic Distillation Stills, and
4. Thermal Cycling Absorption Process (TCAP).
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The TCAP offers improved operating efficiency and a more compact process package with no
sacrifice in separative capacity. It has replaced thermal diffusion and cryogenic distillation in modern
applications. TCAP is a metal hydride bed using Pd/K (palladium-coated kieselguhr) that is
thermally-cycled to separate tritium from H2 and D2 isotopes.
The isotopes removed from the TCAP process may be stored separately on LANA storage beds for
later use.
Tritium Purification, Stripping and Recovery Processes
Purification Process
Section 55
The fusion machine will transfer some of its burned and unburned fuel gas to the tritium systems for
purification and storage. The tritium purification process will recover tritium and deuterium isotopes
by processing fuel gas through a Pd diffuser to separate tritium and deuterium from other gases. The
tritium and deuterium mixture then proceeds through a separation process such as TCAP which
separates tritium from deuterium. Separated tritium and deuterium gases go to separate storage
facilities such as LANA metal hydride storage beds.
Stripping and Recovery Processes
The tritium system will also recover the small amounts of tritium that inevitably leak from the primary
or secondary confinement. The recovery of leaked tritium involves use of a “stripper” system and
a recovery process. The stripper consists of a oxidizer-reactor , a pumping system, and zeolite beds
(Z-beds). The oxidizer-reactor incinerates elemental hydrogen isotopes to form oxides of these
isotopes (water vapors: H2O, D2O, etc.).
The recovery system will regenerate the zeolite beds and store the hydrogen isotopes prior to transfer
to the purification process. A typical system consists of magnesium or uranium beds, a pumping
system, and tanks. The magnesium or uranium beds break the hydrogen isotope oxides into O2 and
H2, D2 and T2.
The nitrogen (or inert gas) atmosphere of secondary confinement flows through the oxidizer-reactor
and any hydrogen isotopes convert to oxides (water vapors). The gases then flow through the zeolite
beds which absorb the water vapors. As a zeolite bed approaches water saturation, it goes off-line
and another (regenerated) zeolite bed comes on-line. The zeolite bed saturated with water vapors
undergoes regeneration which involves heating to drive off the water vapors. The water vapors pump
to the uranium bed which breaks the water into elemental gases. Hydrogen elemental isotopes go to
a separation process which recovers tritium for storage.
Past practices used a system of three strippers (primary, secondary, and purge systems) and one
recovery process to augment confinement and recovery of tritium.
The secondary confinement’s nitrogen or inert gas atmosphere cycles to and from the primary stripper
systems which remove any tritium that might leak from primary confinement. The secondary stripper
is available should secondary confinement accumulate a significant tritium concentration from leaks
or maintenance work.
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The purge stripper maintains secondary confinement at subatmospheric pressure by exhausting a small
portion of secondary atmosphere to the environment. Secondary confinement is an enclosed, but not
sealed, system. Ventilation differential pressures will cause some building air to flow into the
secondary atmospheric, causing a gradual pressure build up. To maintain secondary confinement at
slightly below atmospheric pressure, some of the secondary atmosphere must discharge to
atmosphere through the primary and purge strippers. The purge stripper system can safely handle
all planned exhausts to the environment from tritium secondary confinement. The system includes
redundant components to assure continuous stripping capability.
Tritium Control, Accountability and Physical Protection
The purpose of requirements placed on tritium control, accountability, and physical protection at
DOE fusion facilities are:
1. Meet legal requirements for environmental releases, waste disposal, and transportation of tritium,
Section 56
2. Meet the requirements of the 10 CFR 830,
3. Prevent the diversion of the material for unauthorized use,
4. Knowledge of the process efficiency, i.e. how much tritium is produced and used in processes
under investigation,
5. Meet the requirements of the DOE Orders,
6. Increase operational safety of the facilities by providing knowledge of the location and form of
tritium,
7. Prevent unwanted buildup of tritium within a facility.
Scope
This section will primarily cover methods for the control and accountability of tritium. Tritium is the
predominate nuclear material used at fusion facilities. It is of interest because of safety concerns and
possible unauthorized diversion for military applications. Tritium will be an issue for operation of
fusion facilities since it will be a radioactive material released to the environment for operating
facilities during normal operations. Although public exposures and environmental releases are
expected to be small and well below regulatory limits, it is a radioactive material and the public will
need to be assured that safety has not been compromised.
Other radioactive materials that must be controlled at fusion facilities include depleted uranium
(U238) for storage of tritium and various radioactive sources used for checks and calibration of
radiation monitoring devices. The control and accountability of these materials is relatively straight
forward and does not present significant problems for operating facilities.
Deuterium, in quantities greater than 100 grams, is also controlled at DOE facilities. The
requirements are primarily records management. There are not requirements to perform
measurement. The accountability requirements are also straight forward and do not present concerns.
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It is important to distinguish between a DOE nuclear facility and a DOE general radiological facility.
The requirements on DOE nuclear facilities are substantially greater because of the possible greater
risk to the public, the environment and the worker for accidents. The current categorization of
nuclear facility is by inventory of radioactive materials. For this document, tritium is of concern. The
current categorization is based on DOE-STD-1027-92:
Less than 1,000 Curies General Radiological Facility
1,000 to 30,000 Curies Category IV Nuclear Facility Low Hazard
30,000 Curies and up Category II Nuclear Facility Moderate Hazard
Category I is a High Hazard facility and are currently only category A reactors and other facilities as
designated by the DOE Program Secretary Office.
There are no tritium facilities in the US that are designated as Category I. It has not been determined
if a demonstration fusion power plant would be a Category I facility. The Nuclear Safety Rules and
Nuclear Safety Orders discussed in section 3 apply to all nuclear facilities.
The requirements for control and accountability in other countries is not discussed in this section.
Requirements
The requirements placed on the control and accountability of tritium fall into three categories. Those
required by the US Law, those required by DOE Orders and those required by “good practices.” It
is also important to note that requirements are not consistent throughout the international community.
There is considerable variation across the international community.
Shipping requirements are defined for international shipments.
Legal Requirements
The legal requirements on tritium measurement are of the following types:
Section 57
Environment facility emissions which included air emissions and releases to the ground water or at
facilities outfalls. These include federal and state requirements. Some of the requirements for fusion
facility that handles tritium are defined in the following laws:
1. Clean Water Act for water quality standards and effluent limitations,
2. National Environmental Policy Act for impacts of proposed activities,
3. Federal Clean Air Act which sets ambient air quality standards,
4. Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
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EPA regulates the type and quantity of facility emission. EPA specifies and must approve the
measurement techniques. EPA sets the limits for exposure to the public and the notification required
when certain quantities of radioactive materials are emitted. State laws usually regulate the facility
outfalls. State requirements are not uniform across the country.
Department of Transportation (DOT) transportation requirements specify packaging requirements
that are dependent on the form and quantity of tritium. DOT must also approve all packaging
containers when the radioactive material is transported on public highways.
Waste storage requirements when mixed hazardous waste may be involved. The EPA administers
the Resource Conservation and Recovery Act (RCRA). In many cases this authority has been
delegated to the state.
Waste disposal requirements. These are generally state-specific. The details of the state requirements
will not be discussed in this section since they vary widely.
Nuclear Safety Rules
10CFR834 (Radiation Protection of the Public and the Environment) (proposed), and 10CFR835
(Occupational Radiation Protection): Current DOE orders that are nuclear safety related are being
reissued as “rules” that are law. Rule requirements were placed on DOE funded nuclear facilities by
the US Congress in the amendments to the Price Anderson Act.
The requirements and implications of the DOE Rules as defined in the 10CFR laws listed above are
still to be determined for tritium control and accountability. Currently, the DOE orders dealing with
nuclear materials control and physical protection will not be released as Rules. Rules specify
requirements that will result in fines and criminal prosecution (as defined in 10CFR820) if they are
not followed. The only rules that have been released are the Occupation Radiation Protection Rule
and Quality Assurance Rule. These will have implication on the procedures and techniques that are
used to determine personnel exposure to tritium and environmental releases of tritium.
Since these requirements are part of the US law, they must be followed by all facilities that handle
tritium or radioactive materials as applica