• 한국어업기술학회:학술대회논문집
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• 한국어업기술학회 2003년도 춘계 수산관련학회 공동학술대회발표요지집
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• pp.393-395
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• 2003

산호충류는 한국을 포함한 전 세계적으로 보호종으로 지정되어 있다. 특히 제주도 해역의 서귀포 문섬, 숲섬 및 범섬 일대가 쿠로시오 난류의 영향으로 조하대 암반기질에 다양한 부착생물이 서식하며, 특히 연산호, 돌산호 등이 군집을 이루고 있어 UNEP의 ICRI(International Coral Reef Initiative)에 이미 보고되었을 뿐만 아니라, 세계 해양보존 지역 위원회에서도 해양보호지역 (Marine Protected Area, MPA)으로 선포하여 보호하려는 계획을 세우고 있다. (중략)

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 추계학술발표회
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• pp.70-70
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• 2017

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 추계학술발표회
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• pp.72-72
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• 2017

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 추계학술발표회
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• pp.190-190
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• 2017

• 한국작물학회:학술대회논문집
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• 한국작물학회 2001년도 춘계 학술대회지
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• pp.130-131
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• 2001

• 한국지진공학회논문집
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• 제19권6호
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• pp.257-263
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• 2015

Recently two seismic cloaking methods of earthquake engineering have been suggested. One is the seismic wave deflection method that makes the seismic wave bend away and the other is the shadow zone method that makes an area that seismic waves cannot pass through. It is called as seismic cloaking. The fundamental principles of the seismic cloaking by variable refractive index were explained. A two-dimensional cylindrical model which was composed of 40 layers of different density and modulus was tested by numerical simulation. The center region of the model to be protected is called 'cloaked area' and the outer region of it to deflect the incoming wave is called 'cloaking area' or 'cloak area.' As the incoming surface wave is approaching to the cloaking area, the refractive index is decreasing and, therefore, the velocity and impedance are increasing. Then, the wave bends away the cloaked area instead of passing it. Three cases are tested depending on the comparison between the seismic wavelength and the diameter of the cloaked region. The advantage and disadvantage of the method were compared with conventional earthquake engineering method. Some practical requirements for realization in fields were discussed.

• 한국시스템다이내믹스연구
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• 제16권1호
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• pp.5-23
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• 2015

The purpose of this study is to analyze the land-use changes in the coastal areas using system dynamics modeling and to provide directions for effective management to maintain coastal dune areas. This research process consists of four steps: First, we built the basic model based on the causal loop diagram which was analyzed the land-use change of Sindu-ri Coastal Dune. Second, a time series land-use change map using Arc Map was established. Third, the validity of the basic model was tested. Finally, three simulations were performed for the cut over area($100,000m^2/y$, $150,000m^2/y$, $200,000m^2/y$) of windbreak for maintaining the coastal dune areas. Simulation of the basic model showed that the area of the coastal dune will be consistently decreased. Based on the simulation, if windbreak were cut down $150,000m^2/y$, windbreak area will be restored to the target area in 2019. This study has the limitation which the simulation is progressed with a limited variable: area. Therefore, the modeling of coastal dune should be reflected various variables in the further study.

• 헤리티지:역사와 과학
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• 제42권1호
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• pp.72-87
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• 2009

우리나라 천연기념물로 지정된 10개 천연보호구역 가운데 홍도, 설악산, 한라산, 대암산 대우산, 향로봉 건봉산 및 독도천연보호구역에 대해 조사 및 문헌을 토대로 서식 곤충 다양성을 분석한 결과, 한라산천연보호구역이 22목 1,867종으로 종다양성이 가장 높은 것으로 나타났다. 다음은 설악산천연보호구역으로 19목 1,604종, 향로봉 건봉산천연보호구역이 18목 704종, 홍도천연보호구역 19목 474종, 대암산 대우산천연보호구역이 16목 468종, 독도천연보호구역 11목 114종 순으로 각각 나타났다. 천연보호구역에서 출현한 곤충목들 가운데 나비목은 홍도, 설악산, 한라선, 향로봉 건봉산 등 4개 천연보호구역에서 우점분류군으로 나타났고 딱정벌레목은 아우점분류군으로 확인되었다. 한편 대암산 대우산천연보호구역과 독도천연보호구역에서는 반대로 딱정벌레목이 우점분류군, 나비목이 아우점부류군으로 출현하였다. 나머지 주요 목들의 출현 양상을 각 지역별로 비교하면 하루살이목은 25종이 출현한 설악산천연보호구역, 잠자리목은 28종이 출현한 한라산천연보호구역, 집게벌레목은 9종이 출현한 설악산천연보호구역, 메뚜기목은 51종이 출현한 한라산천연보호구역, 노린재목은 175종이 출현한 한라산천연보호구역, 매미목은 126종이 출현한 설악산천연보호구역, 벌목은 183종이 출현한 한라산천연보호구역, 파리목은 206종이 출현한 한라산천연보호구역에서 각각 가장 높은 종다양성을 보여주었다. 이들 가운데 천연보호구역별 학술조사 규모 및 횟수의 차이는 있으나 향로봉 건봉산천연보호구역, 대암산 대우산천연보호구역 및 독도천연보호구역에서 곤충상이 빈약하게 나타난 것은 다른 원인도 있지만 다양한 종합조사 부족에 따른 결과가 가장 큰 것으로 사료된다. 더구나 성산일출봉천연보호구역, 문섬 범섬천연보호구역, 차귀도천연보호구역, 마라도 천연보호구역들은 지정당시 조사는 물론, 지정 후 지금까지 육상곤충에 대한 종합학술조사가 수행된 바가 없다. 따라서 이들 지역에 대한 곤충상 학술조사가 시급히 필요하며, 이들 조사결과를 바탕으로 지역별 특성을 고려한 관리 및 보전 기본계획을 수립해야 할 것으로 사료된다.

• 한국임상약학회지
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• 제7권1호
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• pp.45-49
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• 1997

The effect of the light on the stability of 5-fluorouracil admixture was investigated. Four sets of 5-fluorouracil admixture were prepared using 50 mg/ml injection in $5\%$ dextrose solution in PVC bags and glass bottles: (1) 5-fluorouracil 1 mg/ml concentration in glass bottles, (2) 5-fluorouracil 1 mg/ml in PVC bags, (3) 5-fluorouracil 10 mg/ml in glass bottles, and (4) 5-fluorouracil 10 mg/ml in PVC bags. In each set, one group was protected from the light (control group) and the other group was exposed to the fluorescent light (study group). All admixtures were stored at room temperature for 72 hours. Also, 5-fluorouracil injections (50 mg/ml) were prepared in plastic syringes. Half of the samples of 50 mg/ml concentration were protected from the light (control group) and the other half were exposed to the fluorescent light (study group). These were stored at room temperature for 48 hours. After visual inspection, the pHs of each admixture were determined. The 5-fluorouracil concentrations were measured by high-performance liquid chromatography with UV detection, with 5-bromouracil as an internal standard. Over the study period, no visual changes were observed. The pHs of 5-fluorouracil admixtures were in the range of $8.2\~8.5$. The peak area ratios (5-FU/5-BrU) of 5-fluorouracil admixtures protected from the light were compared with those of the admixtures exposed to the light. There was no statistically significant difference between two groups during the study period (p>0.05). In conclusion, 5-fluorouracil admixtures in $5\%$ dextrose solution exposed to the light were stable for 72 hours.

• 한국농공학회지
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• 제24권1호
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• pp.23-30
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• 1982

The aim of this report is to analyze the Occurring rate of damage at each region of head works and to clear its damaged mechanism, centering around the destroyed situations of head works along both Musim and Bochong Rivers suffered from the storm flood occurred on July 22, 1980. The results obtained from the investigation of 25 head works taken for samples are summarized as follows. 1. The occurring rate of damage at each region of head works showed the largest number of 100 percentage in the revetment and protected riverbed work respectively, in the order of the next largest number, 68 percentage in weir body, 56 percentage in apron and 36 percentage in bank. 2. The destructive damage of revetment influenced largely on sweeping bank away, and destructive sufferings of weir body and protected bed work affected on the destructi on of apron, otherwise the destructive sufferings of apron reversely also acted on the- destruction of weirbody and protected bed work. In other hand, partial damage of weir body at the side of revetment is largely influenced by destructive sweeping away of bank. 3. It was showed that the destructive phenomena of weir body occurred largely at the part of concentrated flow and also had a deep relation with scoring by concentrated flow around upstream foundation of weir. 4. The suffered region of revetment is the down stream part just near weir body and the degree of damage is more severe at the curved part of bank that center of flow is concentrated.