• 대한한의학원전학회지
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• 제33권2호
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• pp.91-108
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• 2020

Objectives : To study the shu points selection of the Four Seas in the 「Hailun」 chapter of 『Lingshu』. Methods : The effects and main indications of each shu point, their anatomical position, characteristics along with similarities of disease patterns according to excessiveness and deficiency of the Four Seas were examined. Results : The selection of shu points of the Four Seas were deeply related to the effects and main indications, and the common similarity among conditions due to excessiveness and deficiency was the presence of psychological aspects. Also, when the Four Seas are connected to the Jing-Qi-Shen and Blood, marrow sea[髓海] is connected to Jing & Shen, qi sea[氣海] is connected to Qi, blood sea[血海] is connected to Blood, and sea of water and grain[水穀之海] replenishes Jing-Qi-Shen and Blood. When connected to the Four Qi Intersections, the marrow sea is connected to 'head qi with intersection', qi sea is connected to 'chest qi with intersection', sea of water and grain or blood sea is connected to 'stomach qi with intersection', otherwise sea of water and grain is connected to 'shin qi with intersection'. Conclusions : The Four Seas are designated to the shu points due to their accumulation of Qi when the main elements of Jing-Qi-Shen and Blood are deficient or excessive, allowing for the most convenient management and manipulation of the condition of these main elements. In clinical practice, the shu points of the Four Seas will likely increase treatment efficacy for conditions that include psychological aspects.

• 한국전산구조공학회논문집
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• 제24권3호
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• pp.289-294
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• 2011

본 논문에서는 유한요소모델을 사용하여 원자력 발전용 해수여과장치에 대한 동적 내진해석을 수행하였다. 장치의 검증을 위해서 운전기준지진(Operating Basis Earthquake, OBE)과 안전정지지진(Safe Shutdown Earthquake, SSE)이 설계하중으로 작용하였을 때 부재에 미치는 영향을 평가하였다. 해석대상은 유한요소법을 사용하여 수학적 모델링을 완성하였고, 층응답스펙트럼(Floor Response Spectrum, FRS)에 따른 지진하중과 사하중 등을 적용하여 해석을 수행하였다. 해석된 해수여과장치의 최대변위는 OBE 조건에서 2.5mm이고, SSE 조건에서 최대변위는 4.6mm이다. 최대응력은 OBE 조건에서 24MPa, SSE 조건에서 44MPa이며, 이 값은 재료의 항복강도의 각각 18%, 27% 수준이다. 이에 따라 지진하중 조건에 따른 해수여과장치의 구조적 안전성이 제시되었다.

• 한국태양에너지학회 논문집
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• 제34권2호
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• pp.53-59
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• 2014

Ice Rink is energy intensive building type. Concern of energy saving from buildings is one of very important issues nowadays. New and renewable energy sources for buildings are especially important when we concern about energy supply for buildings. Among new and renewable energy sources, use of seawater for heating and cooling is an emerging issue for energy conscious building design. The options of energy use from sea water heat sources are using deep sea water for direct cooling with heat exchange facilities, and using surface layer water with heat pump systems. In this study, energy consumptions for an Ice Rink building are analyzed according to the heat sources of air-conditioning systems; existing system and sea water heat source system, in a coastal city, Kangnung. The location of the city Kangnung is good for using both deep sea water which is constant temperature throughout the year less than $2^{\circ}C$, and surface layer water which should be accompanied with heat pump systems. The result shows that using sea water from 200m and 30m under sea lever can save annual energy consumption about 33% of original system and about 10% of that using seawater from 0m depth. Annual energy consumption is similar between the systems with seawater from 200m and 30m. Although the amount of energy saving in summer of the system with 200m depth is higher than that with 30m depth, the requirement of energy in winter of the system with 200m depth is bigger than that with 30m depth.

• 한국해양학회지
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• 제6권2호
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• pp.85-91
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• 1971

The origin of the Tsushima Current water was investigated with a discussion on the western North Pacific Central Water. The Tsushima Current water is formed by the mixing of the Kuroshio surface water and the East China Sea water. The area where the mixing takes place remarkably is found to be the marginal region of the continental shelf of the East China Sea at the depth from 100 to 200 meters.

• 한국식품위생안전성학회지
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• 제33권6호
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• pp.460-465
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• 2018

해양심층수는 수심 200 m보다 깊은 심층(深層)에 위치하고 있어 차가운 온도를 유지하고 있으며, 대장균 및 일반세균 등에 의해서도 오염 되지 않은 깨끗한 해수이다. 해양심층수는 산업적 가치가 높은 재생순환형 자원이기 때문에 이를 상업적으로 이용하기 위한 활동이 활발히 전개되고 있다. 해양심층수를 기존 식육가공품의 염지제 대체제로서, 최적인 해양심층수 처리수를 적용한 시제품을 일반 식육가공품 소세지와 비교하여 안전성과 품질특성, 미네랄 함량차이를 알아보았다. 이를 통하여 해양심층수의 염지액 대체제로서의 가능성을 검토하고 이를 이용하여 제작한 식육가공품의 품질을 검토한 결과, 안전성과 품질특성에서는 일반 식육가공품 소세지와 차이가 없었으나, 미네랄 함량은 해양심층수를 적용한 축산가공품이 더 높았다. 이를 통하여 해양심층수는 소금의 대체제와 청정미네랄로 그 활용도가 높아서 해양심층수를 이용한 새로운 식품시장이 크게 활성화될 것으로 예상된다. 따라서 본 연구에서는 식품공전 규격 검사에 의한 안전성 평가 시험방법을 이용하여 품질검사항목 분석에 의한 품질특성 평가 및 유통기한 경과에 의한 안정성을 검토하고, 시험군과 대조군간의 미네랄 함량 시험을 진행하여 그 함량을 비교, 분석한 결과 후속 연구를 통한 식품, 의약품 및 축산업에 다양하고 차별화된 식육가공품을 제조할 수 있는 가능성이 있다고 판단하였다.

• 한국식품과학회지
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• 제25권2호
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• pp.185-190
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• 1993

담수산 틸라피아를 하루 $5%_{\circ}$씩 해수농도를 높여 1주일에 걸쳐 $32%_{\circ}$ 해수에 순화시켜, 이때를 기준(0주)으로하여 1주일 간격으로 염세포의 발달, 근육의 물성 및 미량원소의 변화와 더불어 근원심유의 ATPase 활성 및 열안정성에 대한 변화를 알아보았다. 아가미의 염세포는 해수순화와 더불어 점진적으로 갯수가 늘어나고 크기가 커져 순화 3주째에 발달이 완료되었다. 근육의 절단 및 압착강도도 해수순화에 따라 현저히 증가하여 근육의 물성변화를 보였으며, 일부 미량원소 (Mg, Na, K)도 뚜렷한 측적을 나타내었다. 근원섬유 ATPase 활성은 해수순화와 더불어 담수산의 것에 비해 유의차를 보이며 증가하였다. 근육중의 미량원소의 증가와도 관련이 있을 것으로 보이는 근원섬유 ATPase 활성증가는 결국 근육중의 ATP 분해를 촉진하여 근수축을 신속히 유도, 근육의 탄력을 증대시킴으로써 식감이 개선되는 것으로 추측되었다. 한편, 근원섬유의 열안정성은 해수순화에 의해 현저히 저하되었다.

• 대한조선학회논문집
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• 제48권1호
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• pp.93-97
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• 2011

When freezing is present on ballast water, it can impose additional loads on the hull and effect on stabilization of ship. The anti-icing techniques of ballast water, therefore, are key criteria for ship safety. The existing anti-icing techniques of ballast tank are hull heating, water circulation and air bubble system etc. In this research, anti-icing performance tests for the ballast water using micro-bubble system and sea water circulation system have been carried out at two temperature conditions($-10^{\circ}C$ and $-25^{\circ}C$). Ambient temperature, sea water temperature and temperature of the inner parts of the ballast tank are measured and also ballast water conditions are checked during the model test. The applied anti-icing techniques of ballast water, such as micro-bubble system and sea water circulation system show good performance in the low temperature conditions.

• 한국습지학회지
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• 제3권2호
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• pp.107-118
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• 2001

The aim of this paper is to grasp eutrophication aspects in Namhae coastal seas, statistically analyzing existing data for their surface seawater and bottom mud. A pollution level(ignition loess) of bottom mud, on the whole, trended to increase as moving the coastal sea around Mokpo-Wando toward the east(Gyeongnam Namhae coastal seas). Especially, the pollution level(ignition loss=10.5%) of bottom mud for the coastal sea around Tongyeong-Keoje-Gosung was similar to that(10.3%) for the coastal sea around Masan-Jinhae, whose coastal marine pollution was the severest in Namhae coastal seas. It indicates that large amounts of pollutant from aqualculture facilities have been, thus far, accumulated on the coastal sea around Tongyeong-Keoje-Gosung, considering there was no significant inflow of sewage and industrial wastewater into this coastal sea. A COD, T-N, and T-P level of surface seawater, on the whole trended to increase as moving the coastal sea around Mokpo-Wando toward the east(Gyeongnam Namhae coastal seas). A COD level appeared to be the second grade of coastal water quality over the entire year throughout all Namhae coastal seas A T-N level exceeded the third grade of coastal water quality throughout all Namhae coastal seas except the coastal sea around Mokpo-Wando. Especially, a T-N level exceeded as many as three and six times over the third grade of coastal water quality in the coastal sea around Tongyeong-Keoje-Gosung and Masan-Jinhae, respectively. A T-P level appeared to be the second grade of coastal water quality in the coastal sea around Mokpo-Wando and the third grade of coastal water quality in the coastal sea around Yosu-Narnhae and Tongyeong-Keoje-Gosung, while it exceeded as many as two times over the third grade of coastal water quality. A degree of eutrophication of the surface seawater was 1.5 in the coastal sea around Mokpo-Wando and 11.9 In the coastal sea around Tongyeong-Keoje-Gosung, gradually increasing as moving toward the east(Gyeongnam Narnhae coastal seas). It sharply increased to 146.1 in the coastal sea around Masan-Jinhae. Because the degree of eutrophication throughout all Namhae coastal seas exceeded 1, a red tide organism could pose a possibility of proliferation at any place of Namhae coastal seas if other requirements were satisfied. It indicates that a red tide may move to another place once a red tide breaks out at a place of Namhae coastal seas.

• 콘크리트학회논문집
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• 제29권1호
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• pp.11-21
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• 2017

본 연구는 OPC-GGBFS 페이스트 시험체에 균열을 발생시키지 않은 시험체와 균열을 발생시킨 시험체의 자기치유 효과에 대한 실험결과이다. 균열이 발생된 시험체의 자기치유는 균열면의 미수화 입자들의 재수화로 인한 균열면 닫힘 현상이다. OPC 페이스트에 GGBFS를 0%, 10%, 20% 그리고 30% 치환하고 물-결합재 비는 0.5로 일정하게 하였다. OPC-GGBFS 시험체를 담수(tap-water)와 해수(sea-water)에 침지하였다. 담수와 해수의 온도는 $5^{\circ}C$, $15^{\circ}C$ 그리고 $25^{\circ}C$이다. 균열을 발생시킨 시험체는 균열발생 후 60까지 침지하였다. 실험결과를 바탕으로 자기치유 효과(self-effect)와 재령효과(age-effect) 사이의 관계를 계산하였다. 자기치유 효과는 균열발생 전후의 초음파속도(UPV) 측정을 통해 이루어졌다. GGBFS 치환율이 증가하면 UPV 증가율이 증가하였다. 더구나, 침지한 담수의 온도가 증가할수록 자기치유 효과도 향상되었다. 그러나 해수에 침지한 시험체는 온도와의 관계가 명확하지 않았다. 담수와 해수에 침지한 OPC-GGBFS 시험체의 가장 높은 자기치유 효과는 침지 30일 동안 발생하였다. 침지 30일까지는 자기치유효과가 높았다. 30일 이후에는 자기치유 효과와 재령 효과가 모두 크게 감소하였다. SEM/EDS 분석을 통해 담수에 침지한 시험체의 균열에는 aragonite가, 해수에 침지한 시험체의 균열부에는 brucite가 생성된 것을 확인하였다.

• 한국농공학회지
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• 제40권5호
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• pp.43-51
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• 1998

In design and management of sea0dikes, engineers need to study various transient seepage conditions through dikes not only for the sea water infiltration into dikes due to cyclic rises of sea water level also for the seepage flow out from dikes toward the sea due to cyclic drawdown of sea water level. Characteristics of seepage flow toward the sea from dikes are more complicated than as known and remained unclearly. The case of such seepage flow may be explained by figuring out seepage characteristics in filter as a part of sea-dikes. Filters in most sea-dikes in Korea are inevitably placed with reversely inclined shape due to field construction conditions. Most computer programs for seepage analysis based on the various numerical methods give practically acceptable results, but for the case of reversely inclined section of filters any verification to apply them might be needed. In this study, large scaled model tests were executed to verify and understand seepage flow through earth-filled sea-dikes. The results from numerical analysis and model tests show some remarkable differences in pore pressure distribution under cyclic changes of see level, and some of the results need to be considered in design and construction practices with further study.