• 대한조선학회논문집
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• 제57권1호
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• pp.35-44
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• 2020

Propeller cavitation extent, pressure fluctuation induced by cavitation, pressure distribution on propeller blade, total velocity distribution and nominal wake distribution for a MR Taker were computed in both conditions of model test and sea trial using a code STAR-CCM⁺. Then some of the results were compared with model test data at LCT and full-scale measurement (Ahn et al (2014); Kim et al (2014)] in order to confirm the availability of a numerical prediction method and to get the physical insight of local flow around a ship and propeller. The nominal wake distributions computed and measured by LDV velocimeter on the variation of on-coming velocity show the wake contraction characteristics proposed by Hoekstra (1974). The numerical prediction of propeller cavitation extent on a blade angular position and pressure fluctuation level on each location of pressure sensors are very similar with the experimental results.

• 대한지리학회지
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• 제32권1호
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• pp.15-30
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• 1997

花粉, 沖積層의 堆積相, 炭素年代 등의 분석자료를 기초로 식생환경, 해면변동 및 홀로세 환경변화를 고찰하고, 각 시기별 古地理圖를 작성하였다. 각 花粉帶 별 環境특성은 다음과 같다. 1) 화분대 I(3.75~5.75m)dms 8,000~4,200년BP 시기로서, 우점식생은 Alnus-EMW로 대표된다. 빠른 해면상승과 해진의 영향으로 매우 습윤하였다. 2) 화분대 II(5.75~6.35m)는 4,200~2,300년BP 시기로서, 해수면 하강 및 地下水面 하강으로 건륙화된 환경하에 Pinus가 증가하고, 포자류와 초본류가 우점하였다. 3) 화분대 III(6.35~6.55m)은 2,300년BP에서 1,800년BP 까지 지속되었으며, 해진의 영향과 인간의 간섭을 모두 반영하는 초본류의 비율이 높은 시기였다. 아분대 IIb와 화분대 III의 경계는 베버의 限界層의 특징을 나타낸다.

• 한국안전학회지
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• 제33권2호
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• pp.132-137
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• 2018

Compared with general rivers, fluctuations of the water level and the river bed are severe in the tidal river. In hydro-dynamic aspect, such fluctuation gives different river-bed data to us according to observing period. The time-dependent river-bed data and pre-estimation of the Manning's roughness coefficient which is the key factor of numerical modelling induces uncertainty of evaluating the design flood level. Thus it is necessary to pay more attention to calculate the flood level at tidal rivers than at general rivers. In this study, downstream of the Imjin River where is affected by tide of the West Sea selected as a study site. From the numerical modelling, it was shown that the unsteady simulation gave considerable mitigation of the water level from the starting point to 15 km upstream compared to the steady simulation. Either making a detention pond or optional dredging was not effective to mitigate the flood level at Gugok - Majung region where is located in the downstream of the Imjin River. Therefore, a more sophisticated approach is required to evaluate the design flood level estimation before constructive measures adopted in general rivers when establishing the flood control plan in a tidal river.

• 한국해양학회지:바다
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• 제8권2호
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• pp.94-110
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• 2003

본 연구는 Topex/Poseidon 고도계 자료(1992∼2000년, 286 cycles)를 사용하여 동해의 해면고도의 시공간적 변동 특성과 구조를 규명하였다. 분석을 위하여 객관적 적합보간법을 이용하여 격자구조의 해면이상치(SSHA)자료를 생성하였으며, 스펙트럼 분석과 경험직교함수 분석을 하였다. SSHA분포는 동해 극전선 해역을 중심으로 남쪽해역과 북쪽해역으로 구분이 되며, 남쪽해역은 쓰시마난류의 영향을 받아 SSHA의 변동폭이 크고, 북쪽해역은 상대적으로 작다. 동해에서의 시공간적 변동 특성은 5개의 경험직교함수로서 특징 지워지며 총분산의 85% 이상을 설명할 수 있었다 제 1모드는 동해의 전역의 SSHA의 계절 및 년간 변동을 지배하며 총분산의 72.3%로 우세하다. 제 2-5 모드들은 상대적으로 적은 분산을 설명하고 있으며(약 14%), 주로 쓰시마난류, 동한난류와 관련된 해류의 영향에 의한 연안해역의 변동과 극전선역의 사행과 관련된 변동 및 중규모 소용돌이와 관련된 변동으로 파악되었다. 유의한 스펙트럼을 보이는 주기는 0.5년 1년, 2.5년, 3.3년 등이었다.

• 한국항해항만학회지
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• 제36권4호
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• pp.279-284
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• 2012

This study aims to identify the degree of safety when mariners take their actions in several different situations. We have carried out many experiments to observe mariners' behavior and then measured the safety level based on their actions to avoid dangerous situations of ships collision. One of the most important actions that mariners have to take, either as their daily routine or when they are in a collision situation and then want to avoid that situation is the lookout. In this paper, behaviors on the lookout have been defined as a standard sequence of three steps which are "time of first detection", "time of recognition as risky vessel" and "time of starting avoiding action", and the suitability and applicability of the definition have been shown. And also we propose the risk assessment on ships collision and the recommendation for reducing ships collision at sea. Some analyzing results and the application of the results are reported. By combining these knowledge and some systematic studies, we propose the risk assessment on ships collision and the recommendation for reducing ships collision at sea.

• 대한지하수환경학회지
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• 제3권1호
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• pp.1-8
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• 1996

해양 투기 매립장은 바다를 메워서 만들었으므로 그 속에서의 지하수 수리 특성은 대수층이나 일반 육상 매립지안의 지하수 수리 특성과 크게 다르다. 포항 지역의 해양 투기 매립지에서 양수 시험이나 순간수위 변화 시험으로 수리 특성을 파악하기 어려워서 조석 현상과 지하수위 변화로 부터 수리 특성을 추정하였다. 투기 매립지의 지하수위는 인근 해수면보다 약 40 cm 높게 관측되었고, 그 이유를 추정하였다 매립지내 지하수와 해수와의 상관 관계는 매립지내 지하수 수질의 수직적 분포로도 설명된다.

• 한국농공학회지
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• 제34권1호
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• pp.87-99
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• 1992

A mathematical model, UNSATR which predicts the seepage flow through the body of dike especially under the tidal fluctuation has been developed. This model has been revised from UNSAT2 model which was developed on the basis of the saturated-unsaturated theory by Neuman. UNSATR has been verified and applied to the hydraulic model in order to estimated the seepage quantity, the formation of free water surface etc. The results lead to the following conclusions : 1. Seepage rates between the mathematical model and hydraulic model experiment are very similar to each other both in constant and transient water level conditions. 2. The lapsed time to be steady state of the free water surface becomes late as the tidal levels are relatively low mainly due to the seepage flow from the unsaturated zone of the body of dike. 3. Under the transient state of water levels, owing to the flow from the unsaturated domain, streamlines crossing to the free water surface are found and time lag during a falling tide may allow the free water surface inside the body of dike to stand at a high level than the outside water level. 4. The utility and validity of UNSATR model are convinced when the analyses on seepage problems through the porous embankment of the soil structures on the conditions of the steady and unsteady states are carried out.

• Fisheries and Aquatic Sciences
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• 제3권2호
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• pp.97-110
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• 2000

To investigate characteristics of water masses and current structures around Noto Peninsula located in south-east coastal region of the East Sea, observation results of CREAMS (Circulations Research of the East Asian Marginal Seas) cruise and data report of oceanographic observation (Japan Meteorological Agency) in June, 1995 and 1996 were used. Water mass showing characteristics of Tsushima Warm Current (TWC) exists over the continental shelf. The depth is shallower than 200m and its width and thickness are 190km and 200m, respectively. Minimum level of dissolved oxygen occurred at the layers of maximum salinity. In the current structure, a noteworthy phenomenon is that the positions of the high-salinity water (more than 34.6 psu) match well with the distributions of the southwestward flow. In June of 1995 and June of 1996, a southwestward flow were separated into two parts along line C and line G. Current directions derived from the temperature and salinity match well with the distributions of the geostrophic currents in the vertical sections. The isothermal lines and the isohaline, which exist horizontally along the coastal area of the Japan, change abruptly at the frontal area of the Noto Peninsula, then turn toward the center of the East Sea. The dynamic depth anomalies centering around the region far northwest of the Noto Peninsula were relatively high, compared to those of other regions. The isopycnic surface (sigma-t, 25.8) existed near the surface in the central part of the East Sea, but, at the depth of 100m, the isopycnic surface was found in the coastal waters.

• 수산해양기술연구
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• 제48권2호
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• pp.107-117
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• 2012

Korean large purse seine fishery catches chub mackerel, sardine, jack mackerel, Spanish mackerel, etc. which are mainly pelagic fish species. The proportion of chub mackerel was 60% over in Korean large purse seine fishery. Sea surface temperature (SST) increased $0.0253^{\circ}C$ per year and total rising rate was $0.759^{\circ}C$ from 1980 to 2009 in the southern sea of Korea, where is mainly fishing grounds of Korean large purse seine. It was that p<0.01 level was statistically significant. It is northward movement that the center of fishing grounds of chub mackerel by Korean large purse seine fishery moved 4.57km/yr. It was rapidly northward movement about 7.1km/yr, 8.13km/yr to move Spanish mackerel and bluefin tuna fishing grounds. However, the fishing grounds of jack mackerel were moved further south in the 2000s than the 1980s. Catch of tunas and bluefin tuna consistently increased in Korean waters. There was a significantly positive correlation between SST and catch of bluefin tuna in the fishing grounds of Korean waters.

• Nuclear Engineering and Technology
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• 제45권4호
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• pp.539-552
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• 2013

To establish an aging management plan considering seawater influx and changes in groundwater within nuclear power plant sites, the characteristics of groundwater flow must be understood. This study investigated the characteristics of groundwater flow within the site and analyzed groundwater level recorded by monitoring wells to evaluate groundwater flow characteristics and elements that affected these characteristics for supplying the information to conduct the appropriate aging management for ensuring the safety of the safety-related structures in Shin Kori Unit 1 and 2. The increase in groundwater level during the wet season results from high sea-level conditions and the large amount of precipitation. As a result of the analysis of groundwater distribution and change characteristics, the site could be divided into a rainfall-affected area and a tide-affected area. First, the rainfall-affected area can further be divided into areas that are affected simultaneously by excavation, backfill, and a permanent dewatering system. Secondly, areas that are not affected by excavation, or the dewatering system, or by structure arrangement and excavation. Analysis of the spectrum for wells affected by tides resulted in confirmation of the M2 component (12.421 hr) and S2 component (12.000 hr) of the semidiurnal tides, and the O1 component (25.819 hr) of the diurnal tides. In the cross-correlation results regarding tides and groundwater levels, the lag time occurred diversely within 1-3 hours by the effect of the well location from sea, the distribution of the backfill material with depth, and the concrete structure.