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Title: Towards standardized nuclear reactors: Seismic isolation and the cost impact of the earthquake load case

Journal Article · · Nuclear Engineering and Design
ORCiD logo [1];  [1];  [2];  [3];  [4];  [1]
  1. University at Buffalo, The State University of New York, Amherst, NY (United States)NY (United States)
  2. Simpson, Gumpertz, and Heger, Atlanta, GA (United States)
  3. LucidCatalyst, Cambridge, MA (United States)
  4. Electric Power Research Institute, Charlotte, NC (United States)

We report nuclear energy has a key role to play in global decarbonization. Impediments to the widespread deployment of reactors are their projected high capital cost and levelized cost of energy, and time required to analyze, design, license, construct, and commission them. The earthquake load case is a key cost driver for a new build nuclear plant, because near-surface soils and seismic hazard are different at each site, requiring site-specific analysis, design, engineering, qualification, licensing, and regulatory review, essentially making every design First-of-a-Kind (FoaK). To enable deployment at the scale needed for deep decarbonization, the cost and time impact of the seismic load case must be significantly mitigated, and plants must be standardized. Seismic base isolation has been proven to considerably reduce the earthquake response of structures and equipment but has yet to be applied to a nuclear power plant in the United States, in part because the financial impacts, positive or negative, are not known. Because there are no recent non-proprietary data to characterize the influence of the seismic load case on capital cost, it is difficult to confidently quantify the financial benefits of seismic isolation. Scheme-level designs of two fundamentally different advanced reactor buildings were developed to assemble cost data on the influence of the seismic load case. Both buildings were equipped with three bespoke pieces of safety-related equipment and analyzed for incremented levels of earthquake shaking to quantify the seismic penalty on equipment, in terms of vessel weights and horizontal accelerations. Using analysis results, a questionnaire was developed and transmitted to nuclear utilities, reactor developers, engineers, and equipment suppliers to collect cost data on engineering and fabrication costs for these unique pieces of safety-class equipment. Synthesis of the cost data showed that the seismic load case significantly affects the capital cost (sum of engineering and fabrication cost) of safety-class equipment, with engineering costs being comparable to fabrication costs. Standardization of safety-class equipment is made possible by seismic isolation, that is, equipment designed for minimal seismic robustness can resist earthquake shaking at a site of much higher seismic hazard. The average reduction in the capital cost of the safety-related equipment, enabled by seismic isolation, is a factor of two for FoaK equipment and a factor of five for standardized equipment.

Research Organization:
State Univ. of New York (SUNY), Albany, NY (United States); University at Buffalo, The State University of New York, Amherst, NY (United States)NY (United States)
Sponsoring Organization:
USDOE Advanced Research Projects Agency - Energy (ARPA-E); Electric Power Research Institute
Grant/Contract Number:
AR0000978; MA 10008959
OSTI ID:
1977501
Alternate ID(s):
OSTI ID: 1894362
Journal Information:
Nuclear Engineering and Design, Vol. 386, Issue C; ISSN 0029-5493
Publisher:
ElsevierCopyright Statement
Country of Publication:
United States
Language:
English

References (6)

Response of base-isolated nuclear structures to extreme earthquake shaking journal December 2015
Extreme earthquake response of nuclear power plants isolated using sliding bearings journal May 2017
Seismic isolation of nuclear power plants: Past, present and future journal November 2018
Seismic probabilistic risk assessment for seismically isolated safety-related nuclear facilities journal March 2017
Using seismic isolation to reduce risk and capital cost of safety-related nuclear structures journal January 2018
A probabilistic seismic risk assessment procedure for nuclear power plants: (I) Methodology journal September 2011