• 제목/요약/키워드: nuclear power plant(NPP)

검색결과 473건 처리시간 0.026초

A Systems Engineering Approach to Predict the Success Window of FLEX Strategy under Extended SBO Using Artificial Intelligence

  • Alketbi, Salama Obaid;Diab, Aya
    • 시스템엔지니어링학술지
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    • 제16권2호
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    • pp.97-109
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    • 2020
  • On March 11, 2011, an earthquake followed by a tsunami caused an extended station blackout (SBO) at the Fukushima Dai-ichi NPP Units. The accident was initiated by a total loss of both onsite and offsite electrical power resulting in the loss of the ultimate heat sink for several days, and a consequent core melt in some units where proper mitigation strategies could not be implemented in a timely fashion. To enhance the plant's coping capability, the Diverse and Flexible Strategies (FLEX) were proposed to append the Emergency Operation Procedures (EOPs) by relying on portable equipment as an additional line of defense. To assess the success window of FLEX strategies, all sources of uncertainties need to be considered, using a physics-based model or system code. This necessitates conducting a large number of simulations to reflect all potential variations in initial, boundary, and design conditions as well as thermophysical properties, empirical models, and scenario uncertainties. Alternatively, data-driven models may provide a fast tool to predict the success window of FLEX strategies given the underlying uncertainties. This paper explores the applicability of Artificial Intelligence (AI) to identify the success window of FLEX strategy for extended SBO. The developed model can be trained and validated using data produced by the lumped parameter thermal-hydraulic code, MARS-KS, as best estimate system code loosely coupled with Dakota for uncertainty quantification. A Systems Engineering (SE) approach is used to plan and manage the process of using AI to predict the success window of FLEX strategies under extended SBO conditions.

원전 운전환경을 고려한 방사성폐기물 내 Co-60 재고량 평가 방안 연구 (Study on the Method of Estimating the Accumulation of Co-60 in Consideration of the Operating History of a NPP)

  • 김태만;황주호
    • 한국방사성폐기물학회:학술대회논문집
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    • 한국방사성폐기물학회 2005년도 춘계 학술대회
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    • pp.145-150
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    • 2005
  • 방사성 폐기물을 처분장에 처분하기 위해서는 처분 안전성을 확보하여야 한다. 본 연구는 간접측정 방법 중 하나인 물질수지 기법을 이용하여 방사성폐기물의 핵종재고량 평가 프로그램을 개발하였다. 개발 기법의 현장 적용평가를 위하여 고리4호기(9차계획예방정비)를 대상으로 선정하였다. 개발한 평가방법의 검증을 위해 정지수화학처리시 정화계통 내 핵종 제거량 평가자료를 바탕으로 비교평가를 수행하였다. 평가대상 핵종은 Co-60이며, 평가결과 상대오차 $1\%$미만으로 나타났다. 이와 같은 평가결과를 바탕으로 상용원전에서 제시하고 있는 해당기간 발생된 폐기물의 직접 측정 결과와 비교하였고, 그 결과 직접측정 방법에 의한 Co-60의 함유량은 본 연구의 개발기법에서 산출한 값보다 약 $50\%$ 작은 것으로 평가 하였다.

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원전 전기캐비넷의 지진취약도 재평가를 위한 진동대 실험 (A Shaking Table Test for an Re-evaluation of Seismic Fragility of Electrical Cabinet in NPP)

  • 김민규;최인길
    • 한국전산구조공학회논문집
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    • 제24권3호
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    • pp.295-305
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    • 2011
  • 본 연구에서는 원자력발전소의 주요 설비중의 하나인 전기설비를 대상으로 지진취약도 재평가를 위한 진동대 실험을 수행하였다. 원자력발전소 내에는 많은 전기설비들이 설치되어 있으며, 이러한 전기설비의 손상은 전기설비 자체의 손상에서 그치는 것이 아니고 발전소 전체의 안전성에 큰 영향을 미칠 수 있다. 따라서 원자력발전소의 확률론적 지진안전성 평가에서는 주요 전기설비에 대한 지진취약도 결과를 활용한 평가를 수행하고 있다. 본 연구에서는 기존의 확률론적 지진안전성 평가에서 사용하고 있는 전기설비의 지진취약도 값에 대한 재평가를 위하여 원자력발전소에서 사용하고 있는 주요 기기에 대한 진동대 실험을 수행하였다. 평가대상 전기설비로는 480V MCC를 선정하였으며, 진동대 실험을 위하여 NRC 설계지진, 등재해도 스펙트럼에 의한 인공지진 그리고 PAB165'에서의 층응답스펙트럼을 이용한 인공지진의 3가지 지진파를 이용하였다. 설계지진동 수준인 최대지반가속도 0.2g부터 단계적으로 입력수준을 증가시키면서 실험을 수행하였다. NUREG/CR-5203에서 제시하고 있는 방법에 의거하여 캐비넷에서의 증폭비를 비교하였으며, EPRI TR-103959의 방법으로 취약도 평가를 수행하여 기존의 확률론적 지진안전성 평가에서 사용하고 있는 지진취약도 결과와 비교하였다. 결론적으로 기존의 보고서에서 제시하고 있는 취약도 결과가 다소 보수적으로 평가하고 있음을 알 수 있었다.

Automated Analysis Technique Developed for Detection of ODSCC on the Tubes of OPR1000 Steam Generator

  • Kim, In Chul;Nam, Min Woo
    • 비파괴검사학회지
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    • 제33권6호
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    • pp.519-523
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    • 2013
  • A steam generator (SG) tube is an important component of a nuclear power plant (NPP). It works as a pressure boundary between the primary and secondary systems. The integrity of a SG tube can be assessed by an eddy current test every outage. The eddy current technique(adopting a bobbin probe) is currently the main technique used to assess the integrity of the tubing of a steam generator. An eddy current signal analyst for steam generator tubes continuously analyzes data over a given period of time. However, there are possibilities that the analyst conducting the test may get tired and cause mistakes, such as: missing indications or not being able to separate a true defect signal from one that is more complicated. This error could lead to confusion and an improper interpretation of the signal analysis. In order to avoid these possibilities, many countries of opted for automated analyses. Axial ODSCC (outside diameter stress corrosion cracking) defects on the tubes of OPR1000 steam generators have been found on the tube that are in contract with tube support plates. In this study, automated analysis software called CDS (computer data screening) made by Zetec was used. This paper will discuss the results of introducing an automated analysis system for an axial ODSCC on the tubes of an OPR1000 steam generator.

The capacity loss of a RCC building under mainshock-aftershock seismic sequences

  • Zhai, Chang-Hai;Zheng, Zhi;Li, Shuang;Pan, Xiaolan
    • Earthquakes and Structures
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    • 제15권3호
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    • pp.295-306
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    • 2018
  • Reinforced concrete containment (RCC) building has long been considered as the last barrier for keeping the radiation from leaking into the environment. It is important to quantify the performance of these structures and facilities considering extreme conditions. However, the preceding research on evaluating nuclear power plant (NPP) structures, particularly considering mainshock-aftershock seismic sequences, is deficient. Therefore, this manuscript serves to investigate the seismic fragility of a typical RCC building subjected to mainshock-aftershock seismic sequences. The implementation of the fragility assessment has been performed based on the incremental dynamic analysis (IDA) method. A lumped mass RCC model considering the tri-linear skeleton curve and the maximum point-oriented hysteretic rule is employed for IDA analyses. The results indicate that the seismic capacity of the RCC building would be overestimated without taking into account the mainshock-aftershock effects. It is also found that the seismic capacity of the RCC building decreases with the increase of the relative intensity of aftershock ground motions to mainshock ground motions. In addition, the effects of artificial mainshock-aftershock ground motions generated from the repeated and randomized approaches and the polarity of the aftershock with respect to the mainshock on the evaluation of the RCC are also researched, respectively.

증기발생기 전열관 와전류검사용 국내 개발 보빈탐촉자 적용성 분석 (Determination of Availability of Domestic Developed Bobbin Probe for Steam Generator Tube Inspection)

  • 김인철;주경문;문용식
    • 한국압력기기공학회 논문집
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    • 제7권4호
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    • pp.19-25
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    • 2011
  • Steam Generator(SG) tube is an important component of Nuclear Power Plant(NPP), which is the pressure boundary between the primary and secondary systems. The integrity of SG tube has been confirmed by the eddy current test every outage. The eddy current technique adopting bobbin probe is currently the primary technique for the steam generator tubing integrity assesment. The bobbin probe is one of the essential components which consist of the whole ECT examination system and provides us a decisive data for the evaluation of tube integrity. Until now, all of the ECT bobbin probes in Korea which is necessary to carry out inspection are imported from overseas. However, KHNP has recently developed the bobbin probe design technology and transferred it to domestic manufacturers to fabricate the probes. This study has been conducted to establish technical requirements applicable to the steam generator tube inspection using the bobbin probes fabricated by the domestic manufactures. The results have been compared with the results obtained by using foreign probe to identify the availability to the steam generator tube inspection. As a result, it is confirmed that the domestic bobbin probe is generally applicable to SG tube inspection in the NPPs.

방사성물질과 접촉하는 작업의 손·발이 받는 피폭방사선량 평가에 대한 고찰 (A Review of Radiation Field Characteristics and Field Tests for Estimating on the Extremity Dose under Contact Tasks with Radioactive Materials)

  • 김희근;공태영;동경래;최은진
    • 방사선산업학회지
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    • 제11권3호
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    • pp.123-130
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    • 2017
  • Concerns about high radiation exposure to the hands of radiation workers who may contact with radioactive contamination on surfaces in a nuclear power plant (NPP) had been raised, and the Korean regulatory body required the extremity dose estimation during contact tasks with radioactive materials. Korean NPPs conducted field tests to identify the incident radiation to the hands of radiation workers who may contact with radioactive contamination during maintenance periods. The results showed that the radiation fields for contact tasks are dominated by high energy photons. It was also found that the radiation doses to the hands of radiation workers in Korean NPPs were much less than the annual dose limits for extremities. This approach can be applicable to measure and estimate the extremity dose to the hands of medical workers who handle the radioactive materials in a hospital.

원전기기의 면진을 위한 진동대 실험 II : FPS (A Shaking Table Test for Equipment Isolation in the NPP (II): FPS)

  • 김민규;전영선;최인길
    • 한국지진공학회논문집
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    • 제8권5호통권39호
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    • pp.79-89
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    • 2004
  • 본 연구에서는 원전기기의 내진안전성을 증가시키기 위해 면진장치를 적용한 기기의 진동대 실험을 수행하였다. 원전구조물과 유사한 진동수 특성을 가지는 실험모형을 제작하여 실험에 사용하였으며 구조물 내부의 기기를 모형화 하기 위하여 400kg의 강체를 사용하였다. 탁월주파수 특성이 상이한 3종류 지진파를 이용하여 진동대 실험을 수행하였다. 면진장치로는 마찰진자형 베어링(FPS)을 사용하였다. 입력지진의 최대가속도를 0.1g, 0.2g, 0.25g의 3단계로 변화시키면서 실험을 수행하였고 또한 1방향, 2방향 및 3방향 가진에 의한 거동을 분석하였다. 실험결과 지진파의 연직성분이 FPS의 면진성능에 영향을 미치는 것을 알 수 있었으며 펄스타입의 속도성분이 큰 근거리 지진인 경우 면진효과가 감소하는 것을 알 수 있었다.

Research on the impact effect of AP1000 shield building subjected to large commercial aircraft

  • Wang, Xiuqing;Wang, Dayang;Zhang, Yongshan;Wu, Chenqing
    • Nuclear Engineering and Technology
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    • 제53권5호
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    • pp.1686-1704
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    • 2021
  • This study addresses the numerical simulation of the shield building of an AP1000 nuclear power plant (NPP) subjected to a large commercial aircraft impact. First, a simplified finite element model (F.E. model) of the large commercial Boeing 737 MAX 8 aircraft is established. The F.E. model of the AP1000 shield building is constructed, which is a reasonably simplified reinforced concrete structure. The effectiveness of both F.E. models is verified by the classical Riera method and the impact test of a 1/7.5 scaled GE-J79 engine model. Then, based on the verified F.E. models, the entire impact process of the aircraft on the shield building is simulated by the missile-target interaction method (coupled method) and by the ANSYS/LS-DYNA software, which is at different initial impact velocities and impact heights. Finally, the laws and characteristics of the aircraft impact force, residual velocity, kinetic energy, concrete damage, axial reinforcement stress, and perforated size are analyzed in detail. The results show that all of them increase with the addition to the initial impact velocity. The first four are not very sensitive to the impact height. The engine impact mainly contributes to the peak impact force, and the peak impact force is six times higher than that in the first stage. With increasing initial impact velocity, the maximum aircraft impact force rises linearly. The range of the tension and pressure of the reinforcement axial stress changes with the impact height. The perforated size increases with increasing impact height. The radial perforation area is almost insensitive to the initial impact velocity and impact height. The research of this study can provide help for engineers in designing AP1000 shield buildings.

DEVELOPMENT OF AN AMPHIBIOUS ROBOT FOR VISUAL INSPECTION OF APR1400 NPP IRWST STRAINER ASSEMBLY

  • Jang, You Hyun;Kim, Jong Seog
    • Nuclear Engineering and Technology
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    • 제46권3호
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    • pp.439-446
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    • 2014
  • An amphibious inspection robot system (hereafter AIROS) is being developed to visually inspect the in-containment refueling storage water tank (hereafter IRWST) strainer in APR1400 instead of a human diver. Four IRWST strainers are located in the IRWST, which is filled with boric acid water. Each strainer has 108 sub-assembly strainer fin modules that should be inspected with the VT-3 method according to Reg. guide 1.82 and the operation manual. AIROS has 6 thrusters for submarine voyage and 4 legs for walking on the top of the strainer. An inverse kinematic algorithm was implemented in the robot controller for exact walking on the top of the IRWST strainer. The IRWST strainer has several top cross braces that are extruded on the top of the strainer, which can be obstacles of walking on the strainer, to maintain the frame of the strainer. Therefore, a robot leg should arrive at the position beside the top cross brace. For this reason, we used an image processing technique to find the top cross brace in the sole camera image. The sole camera image is processed to find the existence of the top cross brace using the cross edge detection algorithm in real time. A 5-DOF robot arm that has multiple camera modules for simultaneous inspection of both sides can penetrate narrow gaps. For intuitive presentation of inspection results and for management of inspection data, inspection images are stored in the control PC with camera angles and positions to synthesize and merge the images. The synthesized images are then mapped in a 3D CAD model of the IRWST strainer with the location information. An IRWST strainer mock-up was fabricated to teach the robot arm scanning and gaiting. It is important to arrive at the designated position for inserting the robot arm into all of the gaps. Exact position control without anchor under the water is not easy. Therefore, we designed the multi leg robot for the role of anchoring and positioning. Quadruped robot design of installing sole cameras was a new approach for the exact and stable position control on the IRWST strainer, unlike a traditional robot for underwater facility inspection. The developed robot will be practically used to enhance the efficiency and reliability of the inspection of nuclear power plant components.