정밀농업의 핵심인 변량살포(VRA) 기술은 방제 분야에 적용이 가능하여, 경제적 효과뿐만 아니라 적정살포를 통한 환경 보전 효과도 기대할 수 있는 등 여러 이점이 입증되었다. 그러나 변량살포 기술에서 목표속도를 중심으로 제한된 속도범위 내에서 비행하고 살포율 오차를 안정시키는 것이 핵심요소이다. 본 연구의 이론에서 현실적으로 목표속도에 대하여 ±13% 정도의 속도변이를 허용할 수 있을 것으로 판단되었고, Koo & Park(2015)가 개발한 변량살포 제어시스템에 수동(manual), 자동(auto pilot), 경로안내(way-point guidance) 등 세 가지 비행모드의 적용성에 대하여 고찰하였다. 비행제어 모드에 따른 등속 비행에 대한 속도의 질을 비교하면, 수동과 자동은 실시간 속도를 모니터링 하지 않으므로, 두 경우 모두 평균 비행속도가 목표속도와 큰 편차를 보일 가능성이 있었다. 즉 범위율(PR)이 각각 18.1 및 16.1%로 나타났으나, 경로안내 모드에서는 6.5%로 나타나서 변량살포 제어시스템에의 적용성이 증명되었다. 자동 및 경로안내 모드에 대한 변이계수(CV)가 비슷하므로, 자동모드 또한 비행속도의 모니터링의 방법을 조종자에게 추가로 제공한다면 변량제어 시스템과의 적용성을 보일 것으로 생각된다.

PURPOSES: Evaluation of the wind speed effect on the temperature drop of an asphalt mixture during construction, by using the transient heat transfer theory and dominant convective heat transfer coefficient model. METHODS: Finite difference method (FDM) is used to solve the transient heat transfer difference equation numerically for various wind speeds and initial temperature conditions. The Blasius convective heat transfer coefficient model is adapted to account for the effect of wind speed in the temperature predictions of the asphalt mixture, and the Beaufort number is used to select a reasonable wind speed for the analysis. As a function of time and depth, the temperature of the pavement structure is predicted and analyzed for the given initial conditions. RESULTS : The effect of wind speed on the temperature drop of asphalt mixture is found to be significant. It seems that wind speed is another parameter to be accounted for in the construction specifications for obtaining a better quality of the asphalt mixture. CONCLUSIONS: It is concluded that wind speed has a significant effect on the temperature drop of the asphalt layer. Although additional field observations have to be made to reflect the effect of wind speed on the construction specifications, it appears that wind speed is a dominant variable to be considered, in addition to the atmospheric temperature.

The through-thickness variations of strain and microstructure during high-speed hot rolled 5052 aluminum alloy sheet were investigated. The specimens were rolled at temperature ranges from 410 to 560˚C at a rolling speed of 15 m/s without lubrication and quenched into water at an interval of 30 ms after rolling. The redundant shear strain induced by high friction between rolls and the aluminum sheet was increased largely beneath the surface at a rolling reduction above 50%. Dynamic recrystallization occurred in the surface regions of the specimen rolled under conditions of high temperatures or high rolling reductions.

The through-thickness variations of strain and microstructure of high-speed hot rolled 1050 pure aluminum sheet were investigated. The specimens of 1050 aluminum were rolled at temperatures ranging from 410 to 560˚C at a rolling speed of 15 m/s without lubrication and quenched in water at an interval of 30ms after rolling. The redundant shear strain induced by high friction between rolls and the aluminum sheet was increased largely beneath the surface at a rolling reduction above 50%. Recrystallization occurred in the surface regions of the specimen rolled to reduction of 65% at 510˚C, while only recovery occurred in the other regions.

The size of the ship's turning circle is influenced by various factors, such as block coefficient, underwater side shape, rudder area ratio, draft, trim and Froude's number. Most of them are already fixed on departure from a port. However, the ship's speed and the rudder angle are controllable factors which operations are able to change optionally during sailing. The DGPS measured the turning circles according to the ship's speed and the rudder angle. The maximum advances by slow and full ahead were 302m and 311m, and the maximum transfers were 460m and 452m, respectively. There occurs almost no difference in size of the turning circle by variation of the ship's speeds. When the rudder angles were changed to 10˚, 20˚ and 30˚, the maximum advances were 447m, 271m and 202m, and then also the maximum transfers 657m, 426m and 285m, respectively. The diameter of the tuning circle was decreased exponentially when the rudder angle was increased. The maneuverability was better when the direction of turning and propulsion of propeller are in the opposite direction rather than in the same one togetherm. The distance of the maximum transfer was always bigger than that of the maximum advance.

이상에서와 같이 LCG위치에 따른 일련의 실험으로부터 다음과 같은 결론을 도출하였다. 1. 선형개발에 있어서 최적선형을 선정하고 이에 대한 성능검증의 일부로써 최적의 LCG위치를 찾는 것은 일반배치의 고려 및 실선에서의 운항 경제성 결정에 중요한 역할을 하며, 이와 같은 연구자료를 데이터 베이스화 함으로써 앞으로의 선형개발에 있어서 유용하게 쓰이게 될 것이다. 2. 저항시험 결과로부터 선미방향으로 LCG위치를 2% 포인트씩 이동하게 되면 서서히 저항이 감소하다가 8%포인트 위치에서 최저점을 이루며 이는 실선속도 25노트에서 초기상태(0%LCG)에 비해 만재상태에서는 약 12.4%, 시운전 상태에서는 약 10%의 저항감소효과가 있었다. 그 이후 (10%LCG)부터는 다시 저항이 증가하게 되는데, 이는 선수트림이 커지게 되면서 선저의 활주면에 과도한 동적 압력이 발생하게 되고, 저항감소의 원인이 되었던 침수표면적의 감소로 인한 마찰저항의 감소보다 동적압력에 의한 압력증가 영향이 더 커지게 된 것으로 추측된다. 3. 나선상태에서보다 스프레이스트립(spray strip) 및 스케그 등과 같은 선형에 적합한 부가물을 부착하면 저항감소 및 직진성능 (course keeping ability) 향상 등의 이점이 있다. (이 논문의 결론 부분임)

The Chinese ancient accounts of timing observations of 48 lunar eclipses and the secular variation of the Earth's spin speed are discussed. A series of ΔT expressing the secular deceleration of the Earth's rotation was obtained. The average increase rate of length of the day is about 1.5 milliseconds per century.

The speed of vertical migration and the volume backscattering strength of the scattering layers during the evening and morning transitions between day and night were measured in November 1990-1992 in thermally stratified waters of the East China Sea. Acoustical measurements were carried out using a scientific echo-sounder operating at t재 frequencies of 25 and 100kHz, and using an echo-integration system connected with a micro-computer. Biological sampling was accomplished by bottom trawling to identify fish species recorded on the echo sounder, and the species and length compositions were determined. The values of scattering strength were allocated to group of fishes according to the fish traces on the echo recording paper and the species composition of trawl catches. The vertical velocities of migration derived from the changes in the depths and the values of peak scattering strength of the dense layer vertically migrating toward the bottom or toward the surface. The trawl data suggest that snailfish and fishing frog were the most abundant fishes in all research stations. As sunrise approached, the fish formed a strong concentration just above the thermocline. The the highest values of scattering strength in the entire water column appeared in the depth strata above the thermocline just before the begining of downward migration. As soon as the fish began to migrate downwards across the thermocline, the values of the scattering strength in the depth strata above the thermocline rapidly decreased, while the values for the scattering layer moving slowly toward the bottom gradually increased. During the 1992 surveys, the speed of the vertical migration was estimated to be 0.38m/min in the upward migration and 0.32m/min in the downward migration, respectively. That is the rate of vertical migration was slightly higher at dusk than at dawn. Similar migration patterns were observed on different stations and under different weather conditions during the surveys in 1990.

Congestion and traffic accidents occur on the merge and diverge sections in the interchange of the freeway. Studies have been conducted to reduce the traffic delay and accidents on the merge section in the freeway since 1960s. but a study was not conducted to estimate the speed variation on the merge section construct models estimated for the speed variation and suggest the appropriate measures. The purpose of this study was to identify the traffic flow characteristics on the merge section in the freeway construct the models estimated for the speed variation on the merge section in the freeway and finally establish the appropriate measure for reduction of traffic delay and accidents on the merge section in the freeway. The following results were obtained: I) Speed variations in the urban freeway appeared to be about 3.2mph, 6.5mph and 7.4mph based on the morning peak period, afternoon peak period and 24-hours period but those in the suburban freeway appeared to be about 8.0mph, 11.1mph and 10.1mph based on the same periods respectively. So different speed reduction signs need be installed to reduce delay and accidents on the merge section in the freeway based on the areas and periods as the freeway traffic management system(FTMS). ii) These models estimated for speed variation need to be studied with the changeable message sign(CMS) technique based on the real-time data so that the traffic flow could be maximized and the traffic delay and accidents be on the merge section in the freeway as more efficient freeway traffic management system(FTMS) in the near future.