Seismic Design of ITER Component Cooling Water System-1 Piping

10th Asia Plasma and Fusion Association Conference

Singh, Aditya P.^1 ; Jadhav, Mahesh^1 ; Sharma, Lalit K.^1 ; Gupta, Dinesh K.^1 ; Patel, Nirav^1 ; Ranjan, Rakesh^1 ; Gohil, Guman^1 ; Patel, Hiren^1 ; Dangi, Jinendra^1 ; Kumar, Mohit^1 ; Kumar, A.G.A.^1

ITER-India, Institute for Plasma Research, Sangath Skyz, Bhat-Motera Road, Koteshwar, Ahmedabad

380005, India^1

关键词: Auxiliary systems;    Component cooling;    Cooling water systems;    Effective removals;    In-vessel components;    Response spectrum analysis;    Seismic accelerations;    Structural stabilities;   

Others  :  https://iopscience.iop.org/article/10.1088/1742-6596/823/1/012017/pdf
DOI  :  10.1088/1742-6596/823/1/012017

来源: IOP

【 摘 要 】

The successful performance of ITER machine very much depends upon the effective removal of heat from the in-vessel components and other auxiliary systems during Tokamak operation. This objective will be accomplished by the design of an effective Cooling Water System (CWS). The optimized piping layout design is an important element in CWS design and is one of the major design challenges owing to the factors of large thermal expansion and seismic accelerations; considering safety, accessibility and maintainability aspects. An important sub-system of ITER CWS, Component Cooling Water System-1 (CCWS-1) has very large diameter of pipes up to DN1600 with many intersections to fulfill the process flow requirements of clients for heat removal. Pipe intersection is the weakest link in the layout due to high stress intensification factor. CCWS-1 piping up to secondary confinement isolation valves as well as in-between these isolation valves need to survive a Seismic Level-2 (SL-2) earthquake during the Tokamak operation period to ensure structural stability of the system in the Safe Shutdown Earthquake (SSE) event. This paper presents the design, qualification and optimization of layout of ITER CCWS-1 loop to withstand SSE event combined with sustained and thermal loads as per the load combinations defined by ITER and allowable limits as per ASME B31.3, This paper also highlights the Modal and Response Spectrum Analyses done to find out the natural frequency and system behavior during the seismic event.