• Korean Journal of Fisheries and Aquatic Sciences
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• v.27 no.3
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• pp.299-305
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• 1994

Egg distribution and mortality rate for anchovy, Engraulis japonica, and sardine, Sardinops melanosticta, during spring in the southern waters of Korea were estimated using the data from ichthyoplankton surveys conducted from March to April 1991, 1992. Anchovy and sardine eggs were found simultaneously in high density in the southwestern waters of Tsushima Island during March 1991 and late in March${\sim}$early in April 1992. Distribution areas of anchovy and sardine eggs in 1992 was extended to the middle area of the southern waters compared to 1991. Sea surface temperatures in the survey area ranged from 8.6 to $17.8^{\circ}C$. Anchovy and sardine eggs occurred with high densities between $14^{\circ}$ and $15^{\circ}C$. Instantaneous mortality coefficients were estimated to be 0.268/day for anchovy, and 0.132/day for sardine during $4{\sim}15$ March in 1991.

• Nuclear Engineering and Technology
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• v.24 no.2
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• pp.183-192
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• 1992

An advanced load-follow operation mode, Mode K, is presented for the Korean Standardized Nuclear Power Plants. The Mode K utilizes a heavy worth bank dedicated to axial shape control independent of the existing regulating banks. In Mode K, the heavy bank provides a wide range of axial shape control and a monotonic relationship between its motion and the axial shape change, which makes it easy to automate axial shape control. The achievement of full automatic reactor power control both for the reactivity and power shape would reduce the burden due to load-follow operation on the operator. Also, it can accommodate the frequen-cy control, which requires the plant to respond to the unexpected demand. The Mode K design concepts were tested using simulation responses of Yonggwang Units 3&4, the reference plants for the Korean Standardized Nuclear Power Plants. The results illustrate that the Mode K is an adequate operation mode to provide practical load-follow capabilities for the Korean Standardized Nuclear Power Plants.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.23 no.1
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• pp.18-24
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• 1987

For the purpose of getting the accuracy of NNSS fix, the continuous observation was performed to search the factors affecting the accuracy of NNSS fix, and then to examine their effects. The observation was made at Lat. $35^{\circ}'||'&'||'<\TEX>05'04"N, Long. '||'&'||'129^{\circ}'||'&'||'<\TEX> 02'13"E from 28th January to 20th July in 1985. Accuracy of the position fixed in accordance with the observation time, each satellite, elevation angle doppler count, passed direction of each satellite and the antenna height were analyzed. The results obtaines are summerized as follows: 1. The deflaetion error is reduced to 0.21 miles when the geodetic system of the calculating the position converted from WGS-72 to Bessel. 2. When the elevation angle of the mountain is high, or the range of the elevation angle of satellite is 20-70 degrees, the position fixed comes nearest the true position. 3. The position fixed is more accurate on the condition that doppler count is more than 21, and at night than in daytime. 4. The accuracy of the position fixed is more seriously affected when the input data of the antenna height has considerable errors. But there occures almost little difference in the accuracy of position according to each satellite.

• Journal of Korean Society of Environmental Engineers
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• v.30 no.11
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• pp.1123-1131
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• 2008

In this study, measurement uncertainty of instrumental neutron activation analysis was evaluated for ambient As concentration in PM2.5. Expanded uncertainties of the measurements were calculated by applying both ISO-GUM approximation and Monte Carlo Simulation(MCS). The estimate of As concentration on a specific day by the Monte Carlo Simulation differed from that of ISO-GUM approximation by less than 4%. Relative expanded uncertainties of As concentrations from a total number of 60 PM2.5 samples were also estimated to be more or less than 10% with 95% confidence level using the Monte Carlo Simulation. Sensitivity test of the measurement uncertainties showed that $\gamma$-ray counting error(62.3%), efficiency(18.5%), air volume(12.3%), neutron flux(2.3%), and absolute gamma-intensity(1.8%) are major factors of uncertainty variations.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.6
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• pp.3851-3857
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• 2014

Shippers' requests of freight trains vary with time, but generating an additional schedule of freight trains is not easy due to many considerations, such as the line capacity, operation rules, and conflicts with existing trains. On the other hand, an additional freight train schedule has been continuously requested and manually processed by domestic train operation companies using empirical method, which is time consuming. This paper proposes a model to determine the additional freight train schedule that assesses the feasibility of the added freight trains, and generates as many additional schedules as possible, while minimizing the delay of the existing schedules. The problem is presented using time-space network, modeled as multi-commodity flow problem, and solved using the column generation method. Three levels of experiment were conducted to show validity of the proposed model in the computation time.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.18 no.2
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• pp.101-108
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• 1985

The sea water exchange of Koje Bay in the southeastern part of the Korean Peninsula was estimated on the basis of current measurements and oceanographic observation. The exchange ratio was estimated by salinity differences and tidal prism method. The range of exchange ratio at the central part at the entrance of the bay is estimated to be around $26\%$ at spring tide and 5 to $15\%$ at neap tide. The magnitude of exchange ratio, however, can be changed due to water exchange, hydrometeorological and geomorphological conditions. The flushing time deduced by tidal prism was about 48 hours at spring tide and 81 hours at neap tide. Tidal induced eddy motion may play an important role on the seawater exchange in the bay.

• International Journal of Highway Engineering
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• v.9 no.2 s.32
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• pp.89-99
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• 2007

The stiffness of the asphalt concrete is represented by the complex modulus $E^*$, which is very important properties in the mechanistic design of flexible pavement system. The moduli of asphalt concrete were generally determined by dynamic modulus test. However, the dynamic modulus testing method is too complex, expensive, and time consuming to be applicable on a production basis. The IR(Impact Resonance) method has been shown to be a truly simple nondestructive testing method which produces very repetitive, consistent results. The major object of this study was to estimate of the effects on IR tests for determining modulus of asphalt concrete including impact position, specimen support condition, impact steel ball size and sampling rate. The variations of IR test results with various testing conditions are within ${\pm}2.7%$.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1183-1186
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• 2008

지속시간과 생기빈도에 따른 홍수량 산정은 여러 수문분야 적용에 있어 매우 유용하며 홍수관련 설계인자를 첨두홍수량 중심에서 지속시간에 대응하는 홍수량으로 확장할 필요가 있다고 하겠다. 본 연구에서는 한강유역 관측 홍수량의 홍수량-지속기간-빈도 분석을 위하여 샘플지역인 한강대교와 여주 지점의 수위자료와 수위-유량 관계식을 사용한 유출량 자료를 활용하여 경험적 QdF곡선과 이론적 QdF모형을 제시하였다. 지속시간에 따른 분석을 위하여 이동평균자료를 사용하여 획득된 지속기간별 연 최대홍수량 자료를 추출하였다. 한강대교 QdF 곡선의 변동특성은 지속기간과 재현기간이 증가함에 따른 최대홍수량 변화폭이 크게 증가하지 않음을 나타내고 이는 한강대교 지점의 유량이 대표하는 유역이 매우 크며 상류의 댐에 의한 홍수통제 등 인위적 영향에 기인한 것으로 판단된다. 이러한 유역 환경변화로 인한 자료 특성변화에 대한 영향 분석을 위하여 댐건설 전후를 분리한 자료를 이용한 QdF 곡선을 작성, 분석하였다. 댐 건설 전후 강수 자료 자체의 특성 변화와 댐 건설 후 자료기간의 한계를 가짐에도 불구하고 분석결과 댐건설 전후 자료에 대한 QdF 곡선은 댐건설로 인한 유출량 영향 파악을 가능케 하였다. 여주 지점의 QdF 곡선은 지속기간과 빈도변화에 따른 변화양상이 대상 지역 계획홍수량을 넘어서는 자료가 많음을 보였다. 이는 유출량 산정을 위해서 제시된 수위-유량 관계식의 적용범위를 넘어서는 값의 발생으로 인한 인위적인 조정에 기인한 것으로 판단된다. 그러므로 지점별로 분석자료의 타당성 및 정상성을 점검하고 자료에 타당한 개선된 QC과정이 필요함을 알 수 있다. 충주댐 건설전후의 여주 지점 QdF 분석 결과는 특히 댐 건설 후 QdF 곡선의 변화 양상은 댐 건설 후 자료에 대한 새로운 형태의 이론적 QdF모형 제시가 필요함을 보여주었다.

• Journal of the Korean Geotechnical Society
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• v.31 no.5
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• pp.67-74
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• 2015

Unlike the primary consolidation settlement, the settlement of ground water lowering is not considered separately because of relatively small residual settlement. But the allowed residual settlement (30 mm) of the concrete track in the high-speed railway may be exceeded due to unexpected excessive ground water lowering. This study analyzed the effect of the settlement according to the ground water level change using finite element analysis of stress-pore pressure coupling model, and compared the analysis results with the measured data. As a result, the range of elasticity modulus satisfying the allowable settlement was proposed, and it is suggested that settlement due to ground water level changes should be reflected in the design.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.629-632
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• 2008

As concrete is a material which is subject to wide quality fluctuations by temperature, grip of seasonal feature and maintenance of ambient temperature and humidity to secure the quality required after casting concrete are able to keep away from harmful effects. In case of summer, a high temperature has caused rapid hydration reaction of cement in early age, which has caused to decrease strength by autogenous shrinkage. Therefore we need to consider a countermeasure for decrease in the hydration heat of hot-weather concrete, according to minimize water and cement content and use mineral admixtures In this experimental research, the compressive strength development for replacement ratio of mineral admixtures, curing temperature and methods of concrete was investigated to confirm the effects of mixture design and curing condition on compressive strength of concrete.