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Containment Vessel Plate Evaluation

机译:密闭容器板评估

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摘要

As part of the license renewal process, FirstEnergy committed to the NRC that it would verify that the containment vessel had not degraded in interior regions of the containment due to refueling canal leakage at its Davis-Besse plant. Confirmation of the material condition of the interior of the containment vessel plate would require excavation of nearly five feet of reinforced concrete to expose the plate at a critical low elevation where water could accumulate for examination and ultrasonic thickness testing. Further complicating the interior effort was that the area to be investigated was in a hallway adjacent to the area under the reactor vessel, which made it a high radiological dose rate region and a congested location. Due to the poten-tial for irreversible damage to occur to the containment ves-sel plate during the concrete excavation phase, and the need to perform work efficiently in a high dose area, the process to expose the containment vessel plate at the interior would be treated as a Special Process per 10CFR50 Appendix B, " Quality Assurance Criteria for Nuclear Power Plants and Fuel Reprocessing Plants" Criterion Ⅸ. Therefore, procedures were developed off site to efficiently access the containment vessel plate at the interior of the containment without damage to the plate.
机译:作为许可证更新过程的一部分,FirstEnergy向NRC承诺,它将核实安全壳在其内部区域是否未因其Davis-Besse工厂的加油渠泄漏而退化。确认安全壳板内部的材料状况需要开挖将近五英尺的钢筋混凝土,以将板暴露在临界的低海拔处,在该处可能积聚水以进行检查和超声厚度测试。使内部工作更加复杂的是,要研究的区域位于与反应堆容器下方区域相邻的走廊中,这使其成为高放射剂量率区域和拥挤的位置。由于在混凝土开挖阶段可能对安全壳板造成不可逆转的损坏,并且需要在高剂量区域内有效地进行工作,因此将安全壳板暴露在内部的过程将是根据10CFR50附录B“核电站和燃料后处理厂的质量保证标准”标准作为特殊过程进行处理。因此,在场外开发了程序以有效地进入安全壳内部的安全壳板而不会损坏安全壳板。

著录项

  • 来源
    《Nuclear Plant Journal》 |2016年第3期|48-50|共3页
  • 作者单位

    CTLGroup, 5400 Old Orchard Road, Skokie, Illinois 60077;

    Davis-Besse Nuclear Power Station, 5501 North State Route 2, Oak Harbor, Ohio 43449;

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  • 正文语种 eng
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