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    Design of Severe Accident Management Systems for Beyond Design Basis External Hazards at Paks Nuclear Power Plant

    Source: Journal of Nuclear Engineering and Radiation Science:;2018:;volume( 004 ):;issue: 002::page 20907
    Author:
    Katona, Tamás János
    ,
    Vilimi, András
    DOI: 10.1115/1.4037715
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Paks Nuclear Power Plant (NPP) identified the post-Fukushima actions for mitigation and management of severe accidents caused by external events that include updating of some hazard assessments, evaluation of margins of existing severe accident management (SAM) facilities, and construction of some new systems and facilities. While developing the SAM strategy, the basic question was what is the sufficient margin above the design basis level of existing structures, systems, and components for avoiding the cliff-edge effects, and what level of or hazard should be taken for the design of new structures and systems dedicated for SAM. Paks NPP developed an applicable in the practice concept for the qualification of already implemented SAM measures and design the new post-Fukushima measures that are outlined in the paper. The concept is based on the generalization of the procedure and assumptions used in the definition of acceptable margins for seismic loads, analysis of the steepness of the hazard curves and features of the hazards. Justification of the definition of exceedance probability of the design basis effects for the design of SAM systems is given based on the first order reliability theory. The application of the concept is presented on several practical examples.
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      Design of Severe Accident Management Systems for Beyond Design Basis External Hazards at Paks Nuclear Power Plant

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4252574
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    • Journal of Nuclear Engineering and Radiation Science

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    contributor authorKatona, Tamás János
    contributor authorVilimi, András
    date accessioned2019-02-28T11:05:28Z
    date available2019-02-28T11:05:28Z
    date copyright3/5/2018 12:00:00 AM
    date issued2018
    identifier issn2332-8983
    identifier otherners_004_02_020907.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4252574
    description abstractPaks Nuclear Power Plant (NPP) identified the post-Fukushima actions for mitigation and management of severe accidents caused by external events that include updating of some hazard assessments, evaluation of margins of existing severe accident management (SAM) facilities, and construction of some new systems and facilities. While developing the SAM strategy, the basic question was what is the sufficient margin above the design basis level of existing structures, systems, and components for avoiding the cliff-edge effects, and what level of or hazard should be taken for the design of new structures and systems dedicated for SAM. Paks NPP developed an applicable in the practice concept for the qualification of already implemented SAM measures and design the new post-Fukushima measures that are outlined in the paper. The concept is based on the generalization of the procedure and assumptions used in the definition of acceptable margins for seismic loads, analysis of the steepness of the hazard curves and features of the hazards. Justification of the definition of exceedance probability of the design basis effects for the design of SAM systems is given based on the first order reliability theory. The application of the concept is presented on several practical examples.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDesign of Severe Accident Management Systems for Beyond Design Basis External Hazards at Paks Nuclear Power Plant
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Nuclear Engineering and Radiation Science
    identifier doi10.1115/1.4037715
    journal fristpage20907
    journal lastpage020907-6
    treeJournal of Nuclear Engineering and Radiation Science:;2018:;volume( 004 ):;issue: 002
    contenttypeFulltext
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