이 논문는 펼 트루천 FRP 부재를 이용하여 부유식 태양광 에너지 발전시설을 개발하기 위한 연구의 결과이다 펄트 루견 FRP는 다른 구조용 재료와 비교하여 부식에 대한 저항성이 크고，단위중량당 강도 및 강성 이 크다는 등 역학적，물리적 성질이 우수하여 부유식 태양광 에너지 발전시설의 개발에 적합하다고 할 수 있다. 이 연구에서는 부유식 태양광 에너지 발전시설의 개발에 관해 간략히 설명한 후 부유식 태양광 에너지 발전시설을 개발하기 위해 제작된 펼트루천 FRP부재의 생산과정을 보여주고 인장 및 압축시험 을 통해 재료의 역학적 성질을 조사하였다. 재료 시험 결과 얻어진 결과를 이용하여 부유식 태양광 에너지 발전 시 설 구조물에 대한 유한요소해석 을 하였다. 유한요소 해석 결과 다양한 경계 및 하중 조건에 대해 각 부재의 구조성능을 검토하였고，볼트접합부의 구조성능을 유지하는 데 필요한 최소한의 하중저항능력을 평가하였다. 또한，강도 예측을 위한 실내실 험을 실시하여 실험결과를 유한요석 결과와 비교분석 하였으며 비교분석 결과 부유식 태양광 에너지 발전시설의 개발을 위한 적절한 볼트접합방 을 선정할 수 있었으며，선정된 볼트접합 방법을 이용하여 부유식 태양광 에너지 발전 시설 구조물을 조립하고 현장에 성공적으로 설치 하였다

In this research, the submersible fish cage was designed to avoid structural and biological damage during harsh sea conditions. The submersible cage system consists of netting, mooring ropes, a floating collar, floats, sinkers and anchors. Whole elements of the cage were modeled on the mass-spring model. The computer simulations were carried out to investigate the dynamic behavior of the cage and to calculate mooring line tension subjected to tidal currents and waves. As expected, the tension values in the mooring line of the submerged position are 36% less compared to that of the surface cage under the same loading conditions. As the wave was used in combination with the current velocity of 1m/s, the average tensile load for the submerged cage showed 85% of the value for the floating cage. The simulation results provide an improved understanding of the behaviors of the structure and valuable information on the optimized design of the cage system exposed to open ocean environmental factors.

Water resources in Republic of Korea have been mainly supplied by the artificial reservoirs and lakes due to severely unbalanced rainfall. rainfall through the year. The lakes and reservoirs in which littoral zones have been damaged in a dry season usually have a big difference between high and low water level. In this study, We examined the effects of artificial floating island (AFI) in the Lake Baekgoki at Jin-Cheon, Chungcheongbuk-do, Korea. Phytoplankton is flora as 29 genera and 39 species, and the dominant species were Synedra acus, Lyngbya sp. and Cryptomonas sp., etc. The plankton numbers gradually decreased after installation of the AFI. In contrast with the phytoplankton, zooplankton individuals increased under the AFI, offering the habitats for zooplankton. Fish fauna were three families and seven species and 76 individuals were counted the AFI. The artificial vegetated island showed the significant effects on the restoration of lake ecosystem.

본 연구는 낙동장 하구역에 유입되거나 발생된 해안부유쓰레기의 거동특성을 파악하기 위해 2003년 태풍 "매미" 내습시 하구둑 최대 방류량을 조건으로 수치모형을 이용하여 해수유동장을 재현하고 제현된 유동장에 부유쓰레기로 대표되는 입자를 방출하여 입자들의 거동특성을 살펴보고자 하였다. 입자수치모의실험의 결과에 따르면 낙동강 하구역내 존재하는 부유쓰레기는 홍수유량시 72시간 경과시에 낙동강 하구역내 입자 분포 및 거동이 안정상태에 도달하였다. 공간상으로는 진우도를 포함한 가덕도 동측 해안의 경우 초기 33시간까지는 40%까지 증가하나 그 외 주변해역의 경우 20~40% 범위를 유지하였다.

폰툰형 초대형 부체구조물은 해양공간의 활용에 있어서 가장 많이 고려되고 또한 적극적으로 연구되어지는 분야이다. 폰툰형 부체구조물의 해상에서의 유탄성 변형은 입사하는 파와 접하는 풍상측에서 가장 큰 값을 나타내고 있다. 본 연구에서는 폰툰형 부유체에 작용하는 파랑강제력을 감소시키고자 개발된 부유식 수평 몰수평판의 효과를 수치해석적인 방법에 의하여 그 특성을 파악하고자 한다. 유한차분법을 토대로 한 수치계산법을 적용하고, 적용된 수치계산법을 실험값과 비교함으로서 프로그램의 신뢰성을 확인한다. 검증된 수치계산법을 이용하여 본 연구에서 실시하고자 하는 폰툰형 부유체에 작용하는 파랑강제력의 계산을 수행하고 그 결과에 대하여 논의한다.

The distribution and composition of marine floating debris were recorded from a training ship 'Kyeongyang' of Gangwon Provincial University at May 19-29, 2004 and Aug.24-31, 2004. The sampled area is the middle part of East Sea of Korea(the coast of Gangwondo and region of Ulleung island and Tokdo), divided into 27 unit segments on survey areas. Debris fabrication materials were categorized with 6 items using the following; styrofoam, paper & cardboard, net & rope, vinyl & plastic, floating metal & glass, man-made or natural wood. From the investigation on May,2004, total numbers of marine floating debris in the middle part of the East Sea of Korea was 996 individuals. The No. 1 and No. 2 unit segment located at south-west region of Ulleung Island showed higher density than others. The styrofoam and vinyl & plastic accounted for 72.8% of all debris fabrication materials. From the investigation on August, 2004, total numbers of marine floating debris in the coast of the Gangwondo of Korea was 2,473 individuals. The No. 13 and No. 14 unit segment located at the vicinity of Samcheok showed higher density than others. The styrofoam and vinyl & plastic amounted to 76.1%. In the coast of the Gangwondo, the vinyl & plastic showed the highest density of 6 items were 41.3% and 68.0% on May and August, respectively. The total numbers of marine floating debris on May and August were 3,399 individuals. Vinyl & plastic accounted for 59.4%(2,019 ind.) among all debris, next styrofoam 15.8%(537 ind.) and wood 11.2%(379 ind.).

이산폰툰형 부유식교량의 시간영역 지진응답해석을 지진파의 공간분포를 고려하여 수행하였다. 지반운동의 공간변화는 파의 통과 영향, 엇결성 뎡향 및 국부지반 영향을 반영하는 결맞음 함수 모델로 고려하였다. 부유식 교량의 상부구조는 공간뼈대요소와 탄성현수케이블요소를 이용하여 모델링 하였고, FHWA 가이드라인의 스프링 모델을 사용하여 교대의 지반 구조물 상호작용에 대한 영향을 고려하엿으며, 경계요소법으로 산정한 폰툰 동수력계수의 주파수 의종성을 고려하기 위해서 시간지연함수를 사용하였다. 지반운동의 공간변화를 고려한 다중지점 지진입력을 교량의 양단에 도입하였고 응답의 시간이력을 동시 가진 시와 비교하였다. 장주기의 동적특성을 갖는 이산폰툰형 부유식 교량의 지진응답 해석에서 지반운동의 공간분포를 고려할 경우에 주몰할만한 응답의 증폭이 나타날 수 있음을 확인하였다.

Aligned multi-wall carbon nanotubes (MWNTs) were synthesized through the catalytic decomposition of hydrocarbons in a quartz tube reactor. In this study, we investigated the influence of gas flow rate of feedstock on the structure and growth rate of vertically aligned carbon nanotubes produced by the floating catalyst method. As the flow rate of feedstock increased, the nanotube diameter became smaller and the length became longer. Although the growth rate also increased with the raise of flow rate, the optimum flow rate of feedstock existed for the crystallinity of carbon nanotubes.

Although the structure of carbon nanotubes is important factor characterizing its properties, it is very difficult to control the structure of carbon nanotubes (MWNTs) and to predict the range of their diameter, which is the primary factor of MWNTs' physical properties. We tried to control the diameter of MWNTsby governing the feed injection temperature of floating catalyst method. The structure of MWNTs was influenced by the phase change of ferrocene fed as the catalyst,. The carbon nanotubes were very narrow at injection temperatures close to the sublimation pt. of ferrocene, in which most MWNTs had diameters in the range of 20~30 nm. At injection temperatures between the boiling pt. and melting pt. of ferrocene, the diameters became larger and had broad distribution. However, at injection temperatures higher than the boiling pt., the diameters became narrow again and had very uniform distribution.

다중지점 지진입력에 대한 부유식 교량의 동적 응답해석을 수행하였다. 이 연구에서 사용한 부유식 교량은 수직방향으로는 이산 폰툰에 의해 지지되고 수평방향으로는 프리텐션 케이블에 의해 지지된다. 부유식 교량의 상부구조는 공간뼈대요소와 탄성현수케이블요소를 이용하여 모델링 하였고, 폰툰의 부가질량 및 부가감쇠는 경계요소를 이용하여 구하였다. 동수력 계수의 주파수 의존성을 고려하기 위해서 시간지연함수를 사용하여 해석을 수행하였다. 다중지점 지진입력은 교량의 양단과 케이블 앵커에서 도입하였고 응답의 시간이력을 동시가진 시와 비교하였다. 해석결과로부터 케이블 장력 등은 동시가진 시보다 다중지점 지진입력 시에서 더 큰 응답을 보임을 알 수 있다.

Aligned multi-wall carbon nanotubes (MWNTs) were synthesized through the catalytic decomposition of hydrocarbons in a quartz tube reactor. In this study, we investigated the influence of reaction parameters such as gas flow rate, ferrocene-xylene ratio and partial pressure, and reaction time on the yield and structure of vertically aligned carbon nanotubes produced by the floating catalyst method. The MWNTs produced had diameters in the range of 20~l00 nm, length around 100μm and bulk density about 0.51g/cm3 at a pressure of l0000 psi. It was possible to produce MWNTs with much faster growth rate of 12μm/min than that reported previously by the increase of ferrocene-xylene partial pressure.

A large floating structure is attracting great attention in recent years from the view of ocean space utilization. Its huge scale in the horizontal directions compared with the wavelength and relatively shallow depth make this type of floating structure flexible and its wave-induced motion be characterized by the elastic deformation. In this paper, a boundary integral equation method is proposed to predict the wave-induced dynamic response mat-like floating offshore structure. The structure is modeled as an elastic plate and its elastic deformation is expressed as a superposition of free-vibration modes in air. This makes it straightforward to expand the well-established boundary integral technique for rigid floating bodies to include the hydroelastic effects. In order to validate the theoretical analysis, we compare with the experimental result of reduced model test. Satisfactory agreement is found between theory and experiment.

Floating debris was recorded from a training ship, #1 Kwarnksan, of Pukyong National University with about 10 knots speed during March, May and July of 1997. The area sampled is the Southeastern Coast of Korea, divided into 40 unit segments on survey routes. Debris fabrication materials were categorized using the following ; man-made or natural wood items, paper, cardboard, nylon rope, netting, styrofoam and plastics, floating metal and glass containers. All identified items within a 〈TEX〉100 ± 2 m〈TEX〉 wide band were recorded but ignored if beyond this boundary.The results of distribution and composition of floating debris in the area as follows:1. The quantities of debris during the duration of survey were distributed from 2~605 items per km2. The most obvious trend is the widespread distribution of all debris. 2. The highest densities of all debris were discovered in the coastal waters of Seoimal lighthouse, the southeastern part of Koje island, next near Nakdong estuaries. Especially styrofoam & plastics were observed in 77.4~87.2% of sampled area, next is wood items, 9.1~ 13.5%. And nylon netting & rope, 3.6%, was the third item of pollutant. Others are very small. 3. Compared with the East Coat of Korea, the quantities of all debus in theSoutheastern Sea are 6 times as large as the East Coast. The survey provides a basis for more detailed survey work in the South Sea. Further surveys are being investigated, and from this it is hoped that a much wider coverage can be achieved, perhaps on all sites of the Coast of Korea and contributed to the removal method, finding of sources, stationary area of debris.

The hydrodynamic interaction characteristics between multiple floating bodies of semisubmersible type are examined for presenting the basic data for the design of huge offshore structures supported by a large number of the floating bodies in waves. The numerical approach is based on combination of a three-dimensional source distribution method and interaction theory which is exact within the context of linear potential theory. The method is applicable to an arbitrary number of three-dimensional bodies having any individual body geometries and geometrical arrangement with the restriction that the circumscribed, bottom-mounted, imaginary vertical cylinder for each body does not contain any part of the other body. The validity of this procedure was verified by comparing with numerical results obtained in the literature.

In order to improve the net-mouth height of dragged gears, the authors devised models of floatingcollars of nylon cloth instead of floats and experimented with 4 types-A type (length 65em, breadth 3em), B type (length 65em, breadth 4em), C type (length 65em, breadth 5em) and D type (length 65 em, breadth 6em) attached respectively to the front edge of square of a model net after preliminary experimentation. These various types of floating collars were experimented in a circulating water channel to evaluate the characteristics of net-mouth height and hydrodynamic resistance and the effect of the length of bridles were also examined. The results obtained were as follows: 1. In case of attaching floats, the model net-mouth height reduced from 80 em to 20 em when current velocity was increased from 0.25m/see to 1m/sec. 2. In case of attaching floating collars, the model net-mouth heights were maintained 70 em, 71 em, 80 em, 78 em in maximum and 55 em, 63 em, 69 em, 73 em in minimum respectively even the current volocity was increased from 0.25 m/see to 1 m/see. 3. The model net-mouth height was reduced to 10 em maximum according to the current velocity and types of floating collars when the bridles were shortened 3~4 mm in length. 4. Hydrodynamic resistance of D type only was increased to 700 g in maximum and those of A, B, C type were reduced to 460 g in maximum at current velocity beyond 0.5 m/ see when bridles were shortened 3-4 mm in length. 5. But the model net-mouth heights became higher in accordance with breadth of floating coliars, B type was the best for this model net in case that hydrodynamic resistance was taken into account.

Underwater architecture in providing a comfortable living space underwater is mandated to survive prevailing environmental loads, especially hydrostatic ambient water pressure exerted on the structure of individual habitat hulls at depth and hydrodynamic fluctuation of external forces that perturb the postural equilibrium and mooring stability of the underwater housing system, for which the design including the hull shape and mooring system constraint the responses. In this study, the postural stability of a proposed underwater floating housing system with three vertically connected ellipsoidal-shape habitat hulls of different sizes are theorized and calculated for hydrostatic stability, using MATLAB in the volumetric integration of a hull and the weight of operational loads under assumed scenarios. The assumptions made in the numerical method to estimate the stability of the habitat system include the fixed weight of the hulls, and their adjustable loads within operational limits for the set meteorological oceanic conditions. The purpose of this study was to numerically manipulate a) The buoyancy and b) The adjusted center of mass of the system within the range of designed external and internal load changes, by which the effective mooring system capability and postural equilibrium requirements were argued with the quantitative analysis.