• Title/Summary/Keyword: 붕괴시간

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A Study on the Local Boiling of the Consolidated Spent Fuel Storage Pool (조밀화된 사용후 핵연료 저장조에서의 국부 비등에 관한 연구)

  • Lee, Chang-Ju;Lee, Kun-Jai
    • Nuclear Engineering and Technology
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    • v.25 no.1
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    • pp.8-19
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    • 1993
  • The natural convection model of the consolidated system has been developed to make sure the removal of decay heat generated in the spent fuel for the loss of forced cooling accident. The numerical technique employed was based on the ADI scheme. The calculation of heat generation rate in the spent fuel was peformed by the ANS-79 decay heat model, and the nonuniform surface heat flux is assumed with a chopped sine curve for the conservative decay heat generation input. The sensitivity study was performed to examine the possibility of the pool bulk boiling by varying the various parameters, i.e. inter-fuel spacing ratio, heat generation power, and radius of the fuel rod. The application results of this model show that the natural circulation flow through compacted spent fuel bundles enables the pool temperature to control in a safe and effective manner, after the required cooling time. The corresponding acceptance criteria of the cooling time for rearranging the spent fuel rods were also found.

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Experimental Study on Levee Monitoring System for Abnormality Detection Using Fiber Optic Temperature Sensing (광섬유 온도 센싱을 활용한 제방의 이상 감지 모니터링 시스템에 대한 실험 연구)

  • Ahn, Myeonghui;Ko, Dongwoo;Ji, Un;Kang, Joongu
    • Ecology and Resilient Infrastructure
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    • v.6 no.2
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    • pp.120-127
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    • 2019
  • Medium-scale levee experiments were performed to monitor the infiltration and failure of levee body by applying fiber optic temperature sensing. In this study, bio-polymer soil was spread in the levee slope to increase the strength and intensity. Therefore, the infiltration and failure by overflows were produced in a different way compared to general soil type of levees. This was also observed in the experiment data for temperature changes monitored by fiber-optic distributed temperature sensing system. Through the analysis of temperature changes at specific location by time, the location and initiation time for physical changes and infiltration in levee body could be identified based on temperature variation. In this experiment, the time of rapid changes in temperature was ahead in the inland slope rather than the forceland slope. It was corresponding to the levee failure sequence of first inland slope failure and then the forceland slope failure.

Studies on Alkali Digestibility of Soybean Seeds and Its Inheritance (콩에 있어서 알칼리 붕괴도와 그의 유전에 관한 연구)

  • Lee, H.S.;Park, E.H.;Lim, B.K.
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.29 no.2
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    • pp.179-185
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    • 1984
  • These studies were carried out to evaluate the feasibility of using Alkali Digestibility Value (ADV) of soybean seeds as a selection criterion for cooking quality of soybean grain with rice, and to find out an optimal testing condition, varietal differences in ADV and the effect of cultural environment on the ADV, and its mode of inheritance. The ADV test was achieved succesfully by soaking the soybean grain for 24 hours in 25 to 30% KOH solution at 25 to $30^{\circ}C$. Varietal differences in the ADV were conspicuous, but cultural conditions affected the ADV little. All collected lines for cooking with rice showed high ADV and all the small grain cultivars introduced from abroad had low ADV, while recommended cultivars showed great variation in ADV. The characteristic of low ADV in soybean grains was controlled by single dominant gene.

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The Time Prediction for Escape from Flood Using GIS - The Case of Chun-chon City - (GIS분석을 통한 홍수시의 대피예보를 위한 시간 예측 - 춘천시를 중심으로 -)

  • 양인태;김욱남;김재철;박재국
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.19 no.3
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    • pp.211-217
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    • 2001
  • Chun-chon city is the area that is estimated to be damaged by breaking of Dam by a flood among several natural disaster. If so, what is the way that minimize the damage\ulcorner There are many ones but it may be best that we take shelter from it before the breaking of Dam. Then when must we do\ulcorner By what instrument can we minimize the damage of people. And how do we compute the time\ulcorner In this study, using buffering, overlap and network, GIS ability based on ARC/INFO. I chose six routesto take shelter outside of Chun-chon city, calculated the traffic volume of each ones, and estimated the time for decentralization of risks.

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Slope Failure Prediction through the Analysis of Surface Ground Deformation on Field Model Experiment (현장모형실험 기반 표층거동분석을 통한 사면붕괴 예측)

  • Park, Sung-Yong;Min, Yeon-Sik;Kang, Min-seo;Jung, Hee-Don;Sami, Ghazali-Flimban;Kim, Yong-Seong
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.3
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    • pp.1-10
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    • 2017
  • Recently, one of the natural disasters, landslide is causing huge damage to people and properties. In order to minimize the damage caused by continuous landslide, a scientific management system is needed for technologies related to measurement and monitoring system. This study aims to establish a management system for landslide damage by prediction of slope failure. Ground behavior was predicted by surface ground deformation in case of slope failure, and the change in ground displacement was observed as slope surface. As a result, during the slope failure, the ground deformation has the collapse section, the after collapse precursor section, the acceleration section and the burst acceleration section. In all cases, increase in displacement with time was observed as a slope failure, and it is very important event of measurement and maintenance of risky slope. In the future, it can be used as basic data of slope management standard through continuous research. And it can contribute to reduction of landslide damage and activation of measurement industry.

UnderFrequency Load Shedding Standards Comparison and Analysis (저주파수 부하차단 국내외 규정 비교 및 분석)

  • Choi, Mi-Gon;Ahn, Seon-Ju;Choi, Joon-Ho;Go, Seok-il
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.261-262
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    • 2015
  • 전력계통의 주파수 변화는 부하와 발전력 간 불균형에 의해 발생한다. 발전력 부족에 의해 수급 불균형이 발생한다면 계통 주파수는 부하와 발전력 간의 균형이 다시 이루어지는 점까지 저하하게 되며, 부하와 발전력 간의 수급균형이 이루어지지 않으면 계통은 붕괴된다. 저주파수 부하차단은 일정 시간 내에 부하와 발전력의 균형을 맞춤으로써 계통 붕괴를 방지하기 위한 것이다. 국내의 전력계통은 시간이 지날수록 점점 변화되고 있다. 예를 들어 태양광, 풍력 등의 신재생 에너지인 분산전원, 전력저장 장치 등이 계통의 한 부분이 되고 있는 것이 그 예이다. 이런 변화에 따라 저주파수 부하차단의 방식도 이런 변화를 염두에 두고 적용돼야 한다. 따라서 계통 변화에 따른 저주파수 부하차단 관련 규정 또한 변화가 필요하다.

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Derivation of Dimensionless Routing Curves for Dam Failure Flood Wave (댐 붕괴 홍수파 해석을 위한 무차원 홍수추적곡선의 유도)

  • Lee, Jong Tae;Han, Kun Yeun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.2
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    • pp.87-99
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    • 1992
  • The types of dam-break have been classified as instantaneous and gradual failure. Equations for estimating the peak outflow have been derived respectively as a metric unit. New dimensionless routing curves have been deveoloped based on the distance parameter which has been used in SMPDBK and hydro-geometric characteristics of dams and reservoirs in Korea. These suggested curves can be used for any case of the flow of supercritical or subcritical. The computed peak flowrate shows the trend of decreasing dependence on the Froude numbers as it increases. These curves are applied to Hyogi dam. and the results have good agreements with the data observed in the peak discharges, peak elevations and flood travel time. The simplified dam-break model in this study would contribute effectively to forecast the dam-break flood in this country with minimum informations in a short time.

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A Study on Unsteady Free Surface Flow Simulation Using Two-Dimensional Finite Volume Method (2차원 유한체적법을 이용한 비정상상태 자유수면 모의에 관한 연구)

  • Jeong, Woo-Chang;Hwang, Man-Ha
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.664-668
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    • 2008
  • 본 연구에서는 비정상상태 자유수면 모의를 위해 2차원 유한체적법을 이용한 수치모형을 개발하였으며, 이론적인 해석해 및 수리실험을 통한 실측자료를 이용하여 검증하였다. 개발된 모형은 지배방정식으로 비선형 및 보존형 2차원 천수방정식(shallow water equation)을 이용하였으며, 동적메모리 할당 기능이 포함된 Fortran-90으로 코딩되었다. 또한 구조화된 격자 및 비구조화 격자 시스템에도 적용될 수 있도록 모형을 구성하였으며, 불규칙한 하상지형에 의해 수치진동을 감소시키기 위해 본 모형에 well-balanced HLLC 기법을 적용하였다. 모형의 적용성을 검증하기 위하여 1차원의 경우 젖은/마른 하상 조건하에서의 댐 붕괴파 문제와 하상이 변화하는 지형 구간을 통과할 때 발생되는 천이류에 대한 문제 그리고 시간에 따라 변화하는 수위와 지형 조건에서의 wetting & drying에 대한 문제에 적용하였으며, 2차원의 경우 전통적인 댐 붕괴파 문제 및 구조물에 미치는 댐 붕괴파의 영향에 대한 수리모형실험을 통한 실측자료를 이용하여 검증하였다. 검증결과 본 모형을 통해 계산된 수치해는 이론적인 해석해와 실측자료에 거의 정확히 일치하였으며, 향후 실제 하천 자료를 이용하여 모형의 현장 적용성을 검증할 것이다.

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Correlation study between propeller noise and cavitation erosion with inclined propeller model test (경사축 추진기 모형시험에서 추진기 소음과 캐비테이션 침식 상관관계 연구)

  • Seol, Hanshin;Paik, Bu-Geun
    • The Journal of the Acoustical Society of Korea
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    • v.38 no.3
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    • pp.328-333
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    • 2019
  • In this paper, to investigate the cavitation erosion phenomenon on the ship propeller, the correlation between the propeller noise and the cavitation intensity was analyzed. Cavitation erosion is closely related to cavitation collapsing intensity, which can be defined as the frequency and intensity of cavitation collapse. The pressure wave generated by cavitation collapse appears as a continuous acoustic pulse and this result is analyzed with the cavitation behavior to determine the relationship of the propeller noise to cavitation collapse intensity. This technique is applied to the propeller erosion test using the inclined shaft propeller model.

Prediction of the Area Inundated by Lake Effluent According to Hypothetical Collapse Scenarios of Cheonji Ground at Mt. Baekdu (백두산 천지 붕괴 가상 시나리오 별 천지못 유출수의 피해영향범위 예측)

  • Suh, Jangwon;Yi, Huiuk;Kim, Sung-Min;Park, Hyeong-Dong
    • The Journal of Engineering Geology
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    • v.23 no.4
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    • pp.409-425
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    • 2013
  • This study presents a prediction of a time-series of the area inundated by effluent from Heavenly Lake caused by ground behavior prior to a volcanic eruption. A GIS-based hydrological algorithm that considers the multi-flow direction of effluent, the absorption and storage capacity of the ground soil, the storage volume of the basin or the depression terrain, was developed. To analyze the propagation pattern, four hypothetical collapse zones on the cheonji ground were set, considering the topographical characteristics and distributions of volcanic rocks at Mt. Baekdu. The results indicate that at 3 hours after collapse, for both scenarios 1 and 2 (collapses of the entire/southern boundary of cheonji), a flood hazard exists for villages in China, but not for those on the North Korean side of the mountain, due to the topographical characteristics of Mt. Baekdu. It is predicted that villages in both North Korea and China would be significantly damaged by flood inundation at 3 hours elapsed time for both scenarios 3 and 4 (collapses on the southern boundary of cheonji and on the southeastern-peak area).