• Title/Summary/Keyword: Nuclear power plant (NPPs)

Search Result 213, Processing Time 0.021 seconds

CCDP Evaluation of the Eire Area of NPPs Using Eire Model CEAST (화재모델 CFAST를 이용한 원전 화재구역의 CCDP평가)

  • Lee Yoon-Hwan;Yang Joon-Eon;Kim Jong-Hoon;Noh Sam-Kyu
    • Fire Science and Engineering
    • /
    • v.18 no.4
    • /
    • pp.64-71
    • /
    • 2004
  • This paper describes the result of the pump room fire analysis of the nuclear power plant using CFAST fire modeling code developed by NIST. The sensitivity studies are performed over the input parameters of CFAST: the constrained or unconstrained fire, Lower Oxygen Limit (LOL), Radiative Fraction (RF), and the opening ratio of the fire doors. According to the results, a pump room fire is the ventilation-controlled fire, so it is adequate that the value of LOL is 10% which is also the default value. It is anlayzed that the Radiative Fraction does not affect the temperature of the upper gas layer. It is appeared that the integrity of the cable located at the upper layer is maintained except for the safety pump at the fire area and the Conditional Core Damage Probability (CCDP) is 9.25E-07. It seems that CCDP result is more realistic and less uncertain than that of Fire Hazard Analysis (FHA).

An Evaluation of Tensile Design Criteria of Cast-In-Place Anchor by Numerical Analysis (수치해석에 의한 직매형 앵커기초의 인장설계기준 평가)

  • Suh Yong-Pyo;Jang Jung-Bum
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.18 no.3
    • /
    • pp.303-309
    • /
    • 2005
  • Numerical analysis is carried out to identify the appropriateness of the design codes that is available for the tensile design of fastening system at Nuclear Power Plant (NPP) in this study. This study is intended for the cast-in-place anchor that is widely used for the fastening of equipment in Korean NPPs. The microplane model and the elastic-perfectly plastic model are employed for the quasi-brittle material like concrete and for the ductile material like anchor bolt as constitutive model for numerical analysis and smeared crack model is employed to simulate the clack and damage phenomena. The developed numerical model is verified on a basis of the various test data of cast-in-place anchor. The appropriateness of both ACI 349 Code and CEB-FIP Code is evaluated for the tensile design of cast-in-place anchor and it is proved that both design codes give a conservative results for real tensile capacity of cast-in-place anchor.

Annual Transfer of $^{90}Sr$ to Rice from Paddy Soils Collected around Yonggwang and Ulchin Nuclear Power Plants (영광 및 울진 원전 주변 논 토양으로부터 벼로의 년차별 $^{90}Sr$ 전이)

  • Lim, Kwang-Muk;Choi, Yong-Ho;Park, Hyo-Guk;Kang, Hee-Suk;Choi, Heui-Joo;Lee, Han-Soo
    • Journal of Radiation Protection and Research
    • /
    • v.28 no.4
    • /
    • pp.271-279
    • /
    • 2003
  • Soil blocks were taken into culture boxes from 12 paddy fields within 5 km radii of Yonggwang and Ulchin NPPs and $^{90}Sr$ was applied to the surface water at a pre-transplanting stage and $1{\sim}2$ days before the start of heading. Following the pre-transplanting application, transfer factors were investigated for $2{\sim}4$ years. In the year of application, transfer factors $(m^2\;kg^{-1}-dry)\;of\;^{90}Sr$ applied before transplanting, showing no regionally distinguishable trend, varied with soils by a factor of about 2 with averages of $2.6{\times}10^{-4}$ for hulled seeds and $1.3{\times}10^{-2}$ for straw Transfer factors of $^{90}Sr$ applied shortly before heading were about 2 times greater than those applied before transplanting. Transfer factors tended to decrease with increasing soil pH and exchangeable Ca. Generic values of $^{90}Sr$ transfer factors in the year of deposition were proposed for the Korean paddy fields. In the second year compared with the first year, the transfer factor decreased more in Ulchin soils, which were on the whole higher in sand content, than in Yonggwang soils. For Yonggwang soils as a whole, the annual decrease in transfer factor was well described by an exponential equation with a half-life of about 2.2 years.