• 원자력산업
• /
• 제7권1호통권47호
• /
• pp.116-121
• /
• 1987

90년대 원자력의 주문이 재개될 것으로 기대하여 원자력산업계에서는 보다 개량되고 보다 간단하고 보다 염가한 PWP와 BWR설비의 관발를 서두르고 있으며 획기적이고 새로운 개념이 21세기를 향하여 연구개발될 것이다.

• 대한토목학회논문집
• /
• 제33권5호
• /
• pp.1887-1895
• /
• 2013

이 연구에서는 2차원 조파수조에서 수리모형실험을 실시하여 수중터널 모형의 수리학적, 구조적 성능을 고찰하였다. 수심 및 부력 대 자중비를 다양하게 변화시킨 조건에서 파고 및 주기가 서로 다른 규칙파를 조파하여 실험을 수행하였다. 실험 자료의 분석을 통해서 연직방향 및 횡방향 동요가 파고 및 주기에 따라 선형적으로 증가함을 확인하였다. 반면에, 회전 운동의 크기는 파고 및 주기가 설계파 정도로 커지지 않으면 별로 크게 나타나지 않았다. 마찬가지로, 계류장력 및 수중터널에 작용하는 파력도 파고 및 주기에 따라 선형적으로 증가하였다. 수심 및 부력 대 자중비의 변화와 관련해서는, 구조적 거동 및 수중터널에 작용하는 파력의 크기 모두 수심 증가 및 부력 대 자중비 감소에 따라서 전체적으로 감소하는 경향이 나타났다.

• Nuclear Engineering and Technology
• /
• 제22권4호
• /
• pp.359-370
• /
• 1990

이 논문은 원자력발전소의 안전사고해석에 흔히 이용되는 중성자 다군확산 동특성방정식의 저차원(0차원 및 1차원) 수치해를 3차원 수치해와 비교함으로써 저차원 수치해법에 요구되는 동특성해석 입력자료를 체계적으로 유도하기 위한 것이다. 이 목적으로 이 논문에서는 수정형 Borresen 소격모형에 의한 3차원 동특성 해석코드인 CMSNACK 전산코드로 LRA-BWR 경수로 동특성 시범문제의 3차원해를 구하고 이 해를 기준으로 삼아 중성자 다군확산 동특성방정식의 1차원 유한차분해와 3차 Hermit 다항식 전개해법에 의한 점운동방정식의 0차원 수치해를 비교하고자 했다. 중성자 다군확산방정식의 1차원 유한차분해와 점운동방정식의 0차원 수치해를 구하기 위해 ODTRAN 전산코드와 POTRAN 전산코드를 개발하였고 이들 코드의 입력자료는 ODTRAN 코드의 경우 중성자속 체적가중법을 POTRAN의 경우 단열근사법을 수정하여 마련하였다. 이같이 마련한 입력자료를 써서 LRA-BWR 동특성문제에 대한 1차원 및 0차원 해를 구했으며 그 결과를 CMSHACK코드에 의한 3차원 해와의 비교를 통해서 저차원 수치해의 계산효율성과 안전해석코드에 요구되는 계산결과의 보수성 등을 조사했다. 이같은 비교결과를 토대로 저차원 수치해법의 입력자료 마련에 이 논문에서 제시한 방법이 유용하게 이용될 수 있음을 보였다.

• 전기의세계
• /
• 제13권4호
• /
• pp.16-24
• /
• 1964

The dynamic equations of the void fraction and the water velocity in boiling region of the BWR reactor core are derived. And these equations are approximated to be able to set on an PACE analog computor. The transient analysis and the frequency response obtained by analog computer are compared with other by digital computor.

• 전기의세계
• /
• 제16권2호
• /
• pp.25-32
• /
• 1967

현재 기술적및 경제적으로 입증된 동력로로는 미국에서 연구개발된 비등수형 원자로(BWR)와 가압수형 원자로(PWR), 그리고 카나다에서 개발된 중수감속 비등경 수냉각로(CANDU-BLW)등 사종을 들 수 있다. 1970년대 중기에는 한국에서도 최초의 원자력발전소가 가동될 전망이므로 상기 제종의 기술성, 경제성, 안정성등을 조사연구해야 될 것이다. 우선 지면관계로 가장 우리의 흥미를 끄는 PWR에 대하여 그 기술적 개발현황과 앞으로의 전망에 관하여 분석 검토코저 한다.

• Nuclear Engineering and Technology
• /
• 제41권2호
• /
• pp.187-198
• /
• 2009

In this paper, three power ramp tests performed on high burn-up Re-crystallized Zircaloy2 - UO2 BWR fuel rods (56 to 63 MWd/kgU) within the SCIP project are simulated with METEOR and ALCYONE 3D. Two of the ramp tests are of staircase type up to Linear Heat Rates of 420 and 520 W/cm and with long holding periods. Failure of the 420 W/cm fuel rod was observed after 40 minutes. The third ramp test consisted of a more standard ramp test with a constant power rate of 80 W/cm/min up to 410 W/cm with a short holding time. The tests were first simulated with the METEOR 1D fuel rod code, which gave accurate results in terms of profilometry and fission gas releases. The behaviour of a fuel pellet fragment and of the cladding piece on top of it was then investigated with ALCYONE 3D. The size and the main characteristics of the ridges after base irradiation and power ramp testing were recovered. Finally, the failure criteria validated for PWR conditions and fuel rods with low-to-medium burn-ups were used to analyze the failure probability of the KKL rodlets during ramp testing.

• Nuclear Engineering and Technology
• /
• 제49권2호
• /
• pp.426-433
• /
• 2017

This paper describes the development process, the innovative techniques used and insights gained from the latest integrated, full scope, multistate Level 2 PSA analysis conducted at the Leibstadt Nuclear Power Plant (KKL), Switzerland. KKL is a modern single-unit General Electric Boiling Water Reactor (BWR/6) with Mark III Containment, and a power output of $3600MW_{th}/1200MW_e$, the highest among the five operating reactors in Switzerland. A Level 2 Probabilistic Safety Assessment (PSA) analyses accident phenomena in nuclear power plants, identifies ways in which radioactive releases from plants can occur and estimates release pathways, magnitude and frequency. This paper attempts to give an overview of the advanced modeling techniques that have been developed and implemented for the recent KKL Level 2 PSA update, with the aim of systematizing the analysis and modeling processes, as well as complying with the relatively prescriptive Swiss requirements for PSA. The analysis provides significant insights into the absolute and relative importances of risk contributors and accident prevention and mitigation measures. Thanks to several newly developed techniques and an integrated approach, the KKL Level 2 PSA report exhibits a high degree of reviewability and maintainability, and transparently highlights the most important risk contributors to Large Early Release Frequency (LERF) with respect to initiating events, components, operator actions or seismic component failure probabilities (fragilities).

• The Plant Pathology Journal
• /
• 제32권2호
• /
• pp.95-101
• /
• 2016

Inheritance of resistance to Fusarium wilt (FW) disease caused by Fusarium udum was investigated in pigeonpea using four different long duration FW resistant genotypes viz., BDN-2004-1, BDN-2001-9, BWR-133 and IPA-234. Based on the $F_2$ segregation pattern, FW resistance has been reported to be governed by one dominant gene in BDN-2004-1 and BDN-2001-9, two duplicate dominant genes in BWR-133 and two dominant complimentary genes in resistance source IPA-234. Further, the efficacy of six simple sequence repeat (SSR) markers namely, ASSR-1, ASSR-23, ASSR-148, ASSR-229, ASSR-363 and ASSR-366 reported to be associated with FW resistance were also tested and concluded that markers ASSR-1, ASSR-23, ASSR-148 will be used for screening of parental genotypes in pigeonpea FW resistance breeding programs. The information on genetics of FW resistance generated from this study would be used, to introgress FW resistance into susceptible but highly adopted cultivars through marker-assisted backcross breeding and in conventional breeding programs.

• Ocean Systems Engineering
• /
• 제5권2호
• /
• pp.109-123
• /
• 2015

In the present study, the coupled dynamic response of a Submerged Floating Tunnel (SFT) and mooring lines under regular waves is solved by using two independent numerical simulation methods, OrcaFlex and CHARM3D, in time domain. Variations of Buoyancy to Weight Ratio (BWR), wave steepness/period, and water/submergence depth are considered as design and environmental parameters in the study. Two different mooring-line configurations, vertical and inclined, are studied to find an optimum design in terms of limiting tunnel motions and minimizing mooring-line tension. The numerical results are successfully validated by direct comparison against published experimental data. The results show that tunnel motions and tether tensions grow with wave height and period and decrease with submergence depth. The inclined mooring system is more effective in restricting tunnel motions compared to the vertical mooring system. Overall, the present study demonstrates the feasibility of this type of structure as an alternative to traditional bridges or under-seabed tunnels.

• Ocean Systems Engineering
• /
• 제7권4호
• /
• pp.413-433
• /
• 2017

The dynamic and structural responses of a 1000-m long circular submerged floating tunnel (SFT) with both ends fixed under survival irregular-wave excitations are investigated. The floater-mooring nonlinear and elastic coupled dynamics are modeled by a time-domain numerical simulation program, OrcaFlex. Two configurations of mooring lines i.e., vertical mooring (VM) and inclined mooring (IM), and four different buoyancy-weight ratios (BWRs) are selected to compare their global performances. The result of modal analysis is included to investigate the role of the respective natural frequencies and elastic modes. The effects of various submergence depths are also checked. The envelopes of the maximum/minimum horizontal and vertical responses, accelerations, mooring tensions, and shear forces/bending moments of the entire SFT along the longitudinal direction are obtained. In addition, at the mid-section, the time series and the corresponding spectra of those parameters are also presented and analyzed. The pros and cons of the two mooring shapes and high or low BWR values are systematically analyzed and discussed. It is demonstrated that the time-domain numerical simulation of the real system including nonlinear hydro-elastic dynamics coupled with nonlinear mooring dynamics is a good method to determine various design parameters.