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Fluor to serve as EPC contractor for Centrus’s Piketon plant expansion
The HALEU cascade at the American Centrifuge Plant in Piketon, Ohio. (Photo: Centrus Energy)
American Centrifuge Operating, a subsidiary of Centrus Energy Corp., has formed a multiyear strategic collaboration with Fluor Corporation in which Fluor will serve as the engineering, procurement, and construction (EPC) contractor for Centrus’s expansion of its uranium enrichment facility in Piketon, Ohio. Fluor will lead the engineering and design aspects of the American Centrifuge Plant’s expansion, manage the supply chain and procurement of key materials and services, oversee construction at the site, and support the commissioning of new capacity.
Luciano Burgazzi
Nuclear Technology | Volume 144 | Number 2 | November 2003 | Pages 145-151
Technical Paper | Reactor Safety | doi.org/10.13182/NT144-145
Articles are hosted by Taylor and Francis Online.
A methodology, to quantify the reliability of passive safety systems, proposed for use in advanced reactor design, is developed. Passive systems are identified as systems that do not need any external input or energy to operate and rely only upon natural physical laws (e.g., gravity, natural circulation, heat conduction, internally stored energy, etc.) and/or intelligent use of the energy inherently available in the system (e.g., chemical reaction, decay heat, etc.). The reliability of a passive system refers to the ability of the system to carry out the required function under the prevailing condition when required: The passive system may fail its mission, in addition to the classical mechanical failure of its components, for deviation from the expected behavior, due to physical phenomena or to different boundary and initial conditions. The present research activity is finalized at the reliability estimation of passive B systems (i.e., implementing moving working fluids, see IAEA); the selected system is a loop operating in natural circulation including a heat source and a heat sink.The functional reliability concept, defined as the probability to perform the required mission, is introduced, and the R-S (Resistance-Stress) model taken from fracture mechanics is adopted. R and S are coined as expressions of functional Requirement and system State. Water mass flow circulating through the system is accounted as a parameter defining the passive system performance, and probability distribution functions (pdf's) are assigned to both R and S quantities; thus, the mission of the passive system defines which parameter values are considered a failure by comparing the corresponding pdfs according to a defined safety criteria. The methodology, its application, and results of the analysis are presented and discussed.