• 한국관개배수논문집
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• 제11권2호
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• pp.64-71
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• 2004

This study was carried out to obtain the desalinization effect of saline-sodic soils as water pending condition. Three soils with different salinity were collected and packed at 115000a pot. With artificial 1,000 mg/L water made of sea salt, three cases w

• 한국해양공학회지
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• 제21권6호
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• pp.72-80
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• 2007

The tsunami that resulted from the Central East sea Earthquake, which registered 7.7 on the Richter scale, that occurred over the entire water region in Akita on May. 26, 1983 and the tsunami that was triggered by the Southwest off Hokkaido Earthquake (7.8 on the Richter scale) that occurred in Southwest off Hokkaido on July 12, 1993 are representative cases that led to considerable damage in life and property, not only in Japan but also in Korea. In this study, multi-grid method was used in order to reproduce sufficiently the shoaling effect that occurs as water depth becomes shallow in the shallow water region and moving boundary condition was introduced to consider the runup in the coastal region. For the tsunamis that exerted considerable effect on the East Sea coast of Korea that were caused by the Central East Sea Earthquake in 1983 and the Southwest off Hokkaido Earthquake in 1993, characteristics like water level rise and propagation in the East Sea coast will be examined using numerical simulations. At the same time, these values will be compared with observed values. In addition, maximum water level rise and change in the water level with respect to time that were caused by the tsunamis were examined at each location along the East sea coast. Usefulness of numerical analysis was verified by comparing with observed values.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2002년도 정기총회 및 제4회 특별심포지움
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• pp.1-15
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• 2002

In the present paper, the marine reflection seismic survey, the survey using Chirp sonar, the detail topographic survey by narrow multi-beam sounding machine, the sea bottom geological condition survey by side-scan sonar, the sea bottom sampling by core sampler and the positioning by DGPS as the geophysical survey in shallow and transitional region are introduced by placing emphasis on hardware configuration.

• 한국수산과학회지
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• 제46권6호
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• pp.813-818
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• 2013

In order to understand the co-culture impact of the sea squirt Halocynthia roretzi on the Pacific oyster Crassostrea gigas, we examined the filtration rate of the sea squirt in relation of water temperature ($5-25^{\circ}C$) and body weight. The filtration rate increased in relation to body weight and water temperature, indicating a clear positive correlation with the two variables. Due to the clear positive correlation between filtration rates at each temperature groups for acceptable collinearity, each constants at regression equation was further analyzed for a unified model of filtration rate. Therefore the filtration rate of H. roretzi was estimated as: Fr (L/h/animal)=$(0.1956+0.0182T){\times}DW^{0.7978EXP(-0.0273T)}$ for water temperature in the range of $5-25^{\circ}C$. The estimated filtration rates of H. roretzi were higher than those of C. gigas in the winter season (water temperatures below $16^{\circ}C$) in condition of equal body weight. Our results indicate that H. roretzi may have an advantage over C. gigas in food competition during the winter season when the two species are co-cultured.

• 한국지하수토양환경학회지:지하수토양환경
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• 제16권4호
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• pp.1-9
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• 2011

Bentonite has been generally used as vertical cutoff barrier material and reported to have several problems regarding its low workability, drying shrinkage cracking by particle cohesion, and ineffective waterproof ability under sea water condition. In this study, the particle sealant, the furnace slag coated by the mixture of bentonite, sepiolite and guargum, was developed to compensate these weak points and the hydraulic conductivity of the particle sealant was evaluated. Drying shrinkage cracking and swelling index was estimated to find the optimal mixing ratio of bentonite, sepiolite and guargum. The hydraulic conductivity of the particle sealants having different amount of sealant (bentonite-sepioliteguargum mixture) coating the furnace slag was estimated using the rigid wall permeameter and flexible wall permeameter. The results showed that drying shrinkage cracking was not found in the bentonite-sepiolite mixture with 20% sepiolite contents and the results from free swelling tests for the sealant having 1 : 0.025, 1 : 0.05 and 1 : 0.075 of weight ratios of bentonite-sepiolite mixture and guargum under simulated sea water condition were higher than those for the bentonitesepiolite mixture without guargum under tap water condition. These three sealants were coated on the furnace slag with 50% and 60% of sealant in the particle sealant and the hydraulic conductivity was estimated. In the cases of the particle sealants having 20% sepiolite in the bentonite-sepiolite mixture and 1 : 0.075 weight ratio of the bentonite-sepiolite mixture and guargum, the hydraulic conductivity from the rigid wall permeameter was below $1.0{\times}10^{-7}$ cm/sec under simulated sea water condition. The hydraulic conductivity of the particle sealant having $1.0{\times}10^{-6}$~$1.0{\times}10^{-7}$ cm/sec by the rigid wall permeameter was estimated using the flexible wall permeameter and found to be below $1.0{\times}10^{-7}$ cm/sec.

• 한국터널지하공간학회 논문집
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• 제19권3호
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• pp.463-473
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• 2017

벤토나이트는 물과 접촉하면 팽창하고 점성을 발휘하는 성질이 있어 일반적으로 차수가 필요한 토목공사에 많이 활용되고 있다. 이수식 TBM에서는 이와 같은 성질을 활용하여 가압된 슬러리로 불투수성 막을 형성하고 굴착벽면의 붕괴를 방지하는 동시에 굴착된 버력을 운송하며 굴착을 수행한다. 하지만 벤토나이트는 해수와 접촉할 경우 팽창성이 저하되어 그 성질을 발휘하지 못하는 문제가 있다. 이는 해수 조건에서 이수식 TBM으로 터널을 굴착할 시 지하수 유입 증가로 인한 굴착 안정성 및 버력 배출에 문제를 초래할 수 있다. 본 연구에서는 이수식 TBM으로 터널을 굴착 시 해수의 유입으로 인한 슬러리의 상태변화를 살펴보고 이에 대응하기 위한 슬러리 관리방안을 제시 하였다. 이를 위해 현장에서 적용된 슬러리 품질관리 기준을 바탕으로 실내 시험을 수행하였으며, 해수의 영향이 있는 현장에 적용 할 수 있는 방안을 제시하였다.

• 수산해양기술연구
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• 제38권1호
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• pp.36-42
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• 2002

이 연구는 1996년 8월부터 2002년 1월까지 우리나라에서 붕장어를 어획하는 대표적인 어구인 플라스틱 붕장어 통발이 바다 속에 어느 정도 유실되거나 버려져 있는지를 조사하고, 이들 통발에 의한 Ghost fishing의 실태를 파악하기 위하여 실시되었다. 유실되거나 버려진 통발의 수는 조사가 이루어진 해구에서 평균 34개/$\textrm{km}^2$ 나타났으며, 106해구에서 94개/$\textrm{km}^2$로 가장 많았고, 113해구에서 5개/$\textrm{km}^2$ 가장 적었다 수심에 따른 분포에서는 61~70m의 수심대에서 89개/$\textrm{km}^2$으로 가장 많았고, 130m 이상의 수심에서는 수집되지 않았다. 이들 통발에 의한 Ghost fishing의 평균 어획률은 8.1%였고, 224해구에서 어획률이 25%로서 가장 높았고, 92, 110, 243 및 253해구에서는 어획이 없었다. Ghost fishing을 하고 있는 통발의 수는 99해구에서 14.2개/$\textrm{km}^2$ 추정되어 가장 많았다. 수심에 따른 어획률은 71~80m에서 20%로 가장 높았고, Ghost fishing을 하고 있는 통발의 수는 81~90m에서 12.7개/$\textrm{km}^2$로 가장 높은 것으로 추정되었다. Ghost fishing에 의해 어획된 붕장어의 체장 분포는 25.5cm~66.0cm였다.

• 기술사
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• 제32권2호
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• pp.99-109
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• 1999

The dried sea tangle added for soup prepatation to improved the taste in Korean and Japaness for long time. Attempts were made to develop the best procedures for extraction and removal of alginate by ultrafiltration and diafiltration. The summerized results of this study are as follows: 1) For hot water extraction in temperature range of 60～100$^{\circ}C$ for 4 hours, the higher temperature resulted higher yields in solids and protein. 2) Optimum sea tangle hot water extraction condition were 60～65$^{\circ}C$ for 1 hour which was cheap operating cost and high yield of good taste components. 3) The membrane flux was more higher GR 51 PP. and increase of flow rate permeate flow rate was accordingly increased. but limiting flow volume was 3.7 l/min. 4) It was found that ultration was relatively of higher recovery rate, solid and taste components, and low rejection coefficient rate than diafiltration.

• 한국해양공학회지
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• 제15권4호
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• pp.120-125
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• 2001

This paper describes the effect of fly ash replacement on the setting time of antiwashout underwater concrete, where cement was replaced by 0% to 50%. Experimental work was performed on the condition of sea water and in air to find out the characteristics of setting time between the concretes that were cast in air and cast in 15$^{\circ}C$ of sea water. The experimental results show that the setting time of underwater concrete with 50% replacement was delayed about 10 hours than normal concrete. And it can be concluded that, at the case of underseawater concrete addicted with fly ash, the delayed final setting times are shown as the function Tf=0.069F+7.69, where Tf is the delayed final setting time and F is quantity of fly ash, respectively. These results confirm that the setting time underseawater concrete could be prolonged.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 추계학술대회 논문집
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• pp.731-736
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• 2011

In this study, the safety of the driving gear reducer of ESW traveling sea water screen was evaluated through seismic analysis. Mode analysis of gear reducer was performed for reliability of analysis. Seismic analysis was performed in Operating Basis Earthquake(OBE) and Safe Shutdown Earthquake(SSE), which was applied as design condition using Floor Respnse Spectrum(FRS). The maxsimum displacement of gear reducer under OBE and SSE were 0.0137 mm and 0.0241 mm, respectively. The maximum stress of gear reducer under OBE and SSE were 2.42 MPa and 4.36 MPa, respectively.