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The human factor in licensing and operating the next generation of nuclear plants
As human factors specialists working at the intersection of human performance and nuclear operations, we are witnessing one of the nuclear sector’s most significant transitions in decades. The emergence of small modular reactors, microreactors, and other advanced designs is reshaping the industry’s landscape. Digital instrumentation and controls, passive safety systems, and increased automation are creating opportunities for greater safety margins and more flexible operation. These same features also fundamentally redefine what it means to “operate” a nuclear plant. Interactions among human roles, automation, and passive systems shape how people maintain awareness, exercise judgment, and intervene when necessary. These developments affect both operational realities and the regulatory foundations on which nuclear safety is built.
Paul J. Babel, Raymond E. Lancaster, Carl H. Distenfeld
Nuclear Technology | Volume 87 | Number 2 | October 1989 | Pages 450-456
Technical Paper | TMI-2: Health Physics and Environmental Release / Radioactive Waste Management | doi.org/10.13182/NT89-A27736
Articles are hosted by Taylor and Francis Online.
Sample and measurement data used to determine the quantity of radioactive material in the concrete walls and floor of the Three Mile Island Unit 2 (TMI-2) reactor building (RB) basement are given. The layout of the RB basement, types of concretes and surface coatings, measurement methods, and final assessment are described. It was found that the radioactive material (primarily 137Cs) did not significantly penetrate into poured concrete walls and floors, but did penetrate completely through concrete block. The activity distribution in the walls varied strongly with elevation above the floor. Of the estimated 975 (±25%) TBq (26400G) in the RB basement, ∼72% is contained in the concrete block, ∼23% in the low-compression-strength concrete walls, ∼2% in the low-compression-strength concrete floor, and ∼3% in the high-compression-strength walls.