As a series of fundamental researches on the development of an automatic identification monitoring system for fishing gear. Firstly, the study on the installation method of automated identification buoy for the coastal improvement net fishing net with many loss problems on the west coast was carried out. Secondly, the study was conducted find out how to install an automatic identification buoy for coastal gill net which has the highest loss rate among the fisheries. GPS for fishing was used six times in the coastal waters around Seogwipo city in Jeju Island to determine the developmental status and underwater behavior to conduct a field survey. Next, a questionnaire was administered in parallel on the type of loss and the quantity and location of fishing gear to be developed and the water transmitter. In the field experiment, the data collection was possible from a minimum of 13 hours, ten minutes to a maximum of 20 hours and ten minutes using GPS, identifying the development status and underwater behavior of the coastal gillnet fishing gear. The result of the survey showed that the loss of coastal net fishing gear was in the following order: net (27.3%), full fishing gear (24.2%), buoys, and anchors (18.2%). The causes were active algae (50.0%), fish catches (33.3%) and natural disasters (12.5%). To solve this problem, the installation method is to attach one and two electronic buoys to top of each end of the fishing gear, and one underwater transmitter at both ends of the float line connected to the anchor. By identifying and managing abnormal conditions such as damage or loss of fishing gear due to external factors such as potent algae and cutting of fishing gear, loss of fishing gear can be reduced. If the lost fishing gear is found, it will be efficiently collected.

본 연구에서는 서해 연안에서의 실측-위성 해수면온도 차이를 규명하고 그 특성을 분석하기 위해 GCOM-W1/ AMSR2 마이크로파 해수면온도 자료와 서해 연안에 위치한 덕적도, 칠발도, 외연도 해양기상 부이의 실측 수온 자료를 활용하여 2012년 7월부터 2017년 12월까지 총 6,457개의 일치점 자료를 생산하였다. 5년 이상의 덕적도, 칠발도, 외연도 해양 부이 수온 자료와 AMSR2 해수면온도를 비교하여 정확도를 제시하였다. 마이크로파 위성 해수면온도와 현장 관측 부이 해수면온도 간의 차이는 풍속과 수온 등 환경 요인에 대한 의존성을 가지는 것으로 나타났다. 낮시간 풍속이 약할 때 (<6 ms−1 ) AMSR2 해수면온도는 실측 해수면온도보다 높게 산출되며, 밤시간에 대해서는 풍속이 커질수록 양의 편차가 증가함을 밝혔다. 또한 AMSR2 해수면온도와 실측 해양부이 수온 간의 차이가 증가하는 경향은 낮은 온도에서 마이크로파 센서의 민감도의 저하와 육지에 의한 자료오염과 관련이 있는 것으로 나타났다. 실측-위성 해수면온도 차이를 월별로 도시해본 결과, 마이크로파 위성 해수면온도의 편차는 강한 바람이 부는 겨울철에 가장 커진다고 알려져 있던 기존의 경향성과는 달리 덕적도, 칠발도 부이에서는 여름철 가장 큰 해수면온도 편차값이 나타났다. 이러한 차이는 부이의 위치에 따른 조석 혼합의 공간적 차등에 기인한 것으로 사료된다. 본 연구는 인공위성 합성장에 기여도가 높은 마이크로파 위성 해수면온도를 사용할 때 한반도 서해안에서 발생할 수 있는 문제점과 제한점을 제시하였다.

In this paper, numerical modeling is conducted to analyze the tension of an anchor line by varying the size and drag coefficient of a buoy when the trapnet is influenced by the wave and the current simultaneously. A mass-spring model was used to analyze the behavior of trapnet underwater under the influence of waves and current. In the simulation of numerical model, wave height of 3, 4, 5 and 6 m, a period of 4.4 s, and the flow speed of 0.7 m/s were used for the wave and current condition. The drag coefficients of buoy were 0.8, 0.4 and 0.2, respectively. The size of buoy was 100, 50 and 25% based on the cylindrical buoy (0.0311 ㎥) used for swimming crab trap. The drag coefficient of the trapnet, the main model for numerical analysis, was obtained by a circular water channel experiment using a 6-component load cell. As a result of the simulation, the tension of the anchor line decreased proportional to buoy’s drag coefficient and size; the higher the wave height, the greater the decrease rate of the tension. When the buoy drag coefficient and size decreased to one fourth, the tension of the anchor line decreased to a half and the tension of the anchor line was lower than the holding power of the anchor even at 6 m of wave height. Therefore, reducing the buoy drag coefficient and size appropriately reduces the trapnet load from the wave, which also reduces the possibility of trapnet loss.

This study aims to reduce the force exerted to the buoy of the gillnet by wave and current. Five buoy models were selected for experiments and their rope tensions under wave and current action were compared. Five models were EL (ellipsoid), EL-H (ellipsoid-hole), SL (streamlined body), SP (sphere) and CL (cylinder, traditional type). In the first experiment, the Five models were tested without any attachment. In the second experiment, a flagpole was attached to each model. As a result, in the condition without flagpole, the tensions of four models with the exception of the CL were about a half of that of the CL. In the condition with flagpole, the tension of all models was twice larger than that without flagpole. Thus, a new model was suggested to improve the problem, which has a combined body that of a flagpole and a buoy Three new models of CL-L (long and thin cylinder), LF (leaf shape) and LF-F (leaf shape with fin) were designed. Also a cylinder type (CLD) with a flagpole as a control was included in the experiment. As a result, the LF-F had the smallest tension and a half tension of the CLD. Therefore, it is supposed that the flagpole and buoy combined model could reduce the tension on buoy rope and contribute to improve the gillnet loss problem.

The difference of mooring tension by type of buoy was investigated in the circulating water channel and the wave tank for deducting the most stable buoy from the current and the wave condition. 5 types of buoy made up of short cylinder laid vertically (CL-V), short cylinder laid horizontally (CL-H), capsule (CS), sphere (SP) and long cylinder (CL-L) were used for experiments. A mooring line and a weight were connected with each buoy. A tensile gauge was installed between a mooring line and a weight. All buoy’s mooring tension was measured at the same time for the wave test with periods of 1.5~3.0 sec and wave heights of 0.1~0.3 m, and the current test with flow speeds of 0.2~1.0 m/sec. As a result, the order of tension value in the wave test was CL-H > CL-V > SP > CS > CL-L. In the current test CL-V and CL-H were recorded in the largest tension value, whereas SP has the smallest tension value. So it seems that SP buoy is the most effective in the location affected by fast current. CS is predicted to be suitable for a location that influence of wave is important more than that of current if practical use in the field is considered. And it was found that the difference of mooring tension among buoys in wave is related to the product of the cross sectional area and the drag coefficient for the buoy’s bottom side in high wave height. The factor for the current condition was not found. But it was supposed to be related to complex factors like a dimension and a shape by buoy’s posture to flow.

기상청에서 덕적도와 칠발도에 설치한 해양기상 관측부이 자료를 이용하여 해양 및 대기 특성과 해양-대기간의 열교환을 살펴보았다. 각 관측지점에서의 일평균 현열속 및 잠열속은 벌크공기역학법을 적용하여 계산하였다. 표층수온은 기온과 같이 뚜렷한 연주기를 보이지만, 1달 정도 시간지연을 가진다. 해면기압은 7월에 가장 낮았고 겨울에 가장 높았으며, 습도는 5-8월 사이 비교적 높았다. 풍속은 가을과 겨울에 평균 5m/s 이상으로 강한 편이었다. 현열속 분석결과 가을부터 겨울에 걸처 해양의 열손실이 두드러졌으며, 봄과 여름에는 반대로 대기에서 해양으로의 약한 열전달이 이루어져 연중 순현열속은 해양에서 대기로의 열전달을 보여주었다. 잠열속 분석결과 봄에서 여름까지 대기의 열손실이 나타나지만, 그 외 기간에는 해양의 열손실이 월등히 크게 나타났다. 현열속과 잠열속의 크기를 비교해 볼 때,1-2월을 제외하고는 전반적으로 현열속보다 잠열속에 의한 해양의 열손실이 우세함을 알 수 있었다. 관측지점별로 분석한 열속의 크기와 변동폭은 대체적으로 덕적도에서 더 크게 나타났다. 일정 기간을 선정한 사례연구에서, 1998년 5월사례의 경우 현열속과 잠열속 모두 칠발도에서 더 크고, 1996년 11월 사례의 경우에는 덕적도에서 훨씬 크게 나타났다.

Tabulated results by Pode are used for computing the cable shape and cable tension in static equilibrium. This paper describes a technique using the integral form by Pode to give a simplified calculation of the cable functions at any desired value because in most practical cased the points of interest on the cable are not the points of reference on which the tables are based. Solving the nondimentional tension, τ, defined by Pode in closed form reduces the integral in cable functions to a single integral. The technique using the integral form enables us to calculate the cable functionsin at any critical angle and at any point in case of a towing cable or certain cable-buoy systems.

본 논문에서는 긴 파이프 이뤄진 세장형 부이 구조물의 파랑 중 거동특성에 관한 모형시험과 수치해석 연구를 수행하였다. 대상 부이 구조물은 긴 파이프를 기본 뼈대로 하여, 상부구조물, 부력재, 중력식 앵커로 구성된 아티큘레이트(Articulated)형 부이 구조물이다. 대상 해역인 서해에서의 본 부이 구조물의 생존성을 평가하기 위하여, 축척비 1/22의 축소 모형을 제작하여 선박해양플랜트연구소 해양공학수조에서 일련의 모형시험을 진행하였다. 이 때 50년 재현주기의 극한파 조건을 고려하였으며, 또한 조류 및 주기 효과를 검토하기 위하여 추가적인 실험을 수행하였다. 생존성 평가를 위한 주된 평가항목으로는 구조물의 거동, 앵커 지지력, 침수 횟수를 고려하였다. 모형시험 결과와의 상호검증을 수행하기 위하여 상용계류해석 프로그램인 OrcaFlex를 이용하여 수치 시뮬레이션을 병행하였다. 평가결과로써 먼저 조위차에 따른 본 부이 구조물의 거동 특성에 대해 살펴보았다. 고조위와 저조위 조건에서의 종동요 응답, 앵커지지력의 변화를 살펴보았으며, 수치 시뮬레이션 결과와의 직접 비교 검토하였다. 두 번째로는 파도 주기와 조류의 유무에 따른 부이 구조물의 응답 특성 변화에 대해 고찰하였다. 세 번째로는 상부구조물의 침수와 관련하여 비디오 분석을 통한 침수 횟수를 수치해석 결과와 비교 제시하였다. 마지막으로 모형시험에서 직접 계측하지 못한 구조응답과 관련하여 수치 시뮬레이션 결과를 제시하고, 극한파 중 구조적 안전성에 대해서 논하였다. 일련의 생존성 평가 연구를 통하여 본 부이 구조물의 극한파 중 거동 특성에 대해 살펴볼 수 있었으며, 파도, 조류, 조위차에 따른 민감도 특성을 통해 본 부이구조물의 취약점 및 활용성에 대해 고찰해 보고자 하였다.

The seasonal variations of sea surface winds and significant wave heights were investigated using the data observed from the marine meteorological buoys (nine stations) and Automatic Weather Stations (AWSs) in lighthouse (nine stations) around the Korean Peninsula during 2010~2012. In summer, the prevailing sea surface winds over the East/West Sea and the South Sea were northerly/southerly and easterly/westerly winds due to both of southeast monsoon and the shape of Korean Peninsula. On the other hand, the strong northerly winds has been observed at most stations near Korean marginal seas under northwest monsoon in winter. However, the sea surface winds at some stations (e.g. Galmaeyeo, Haesuseo in the West Sea) have different characteristics due to topographic effects such as island or coastal line. The significant wave heights are the highest in winter and the lowest in summer at most stations. In case of some lighthouse AWSs surrounded by islands (e.g. Haesuseo, Seosudo) or close to coast (e.g. Gangan, Jigwido), very low significant wave heights (below 0.5 m) with low correlations between sea surface wind speeds and significant wave heights were observed.

As a part of the development program of Ulsan Port, construction of detached breakwater is planned. In Ulsan Port, several oil-buoys exist. If the detached breakwaters have been constructed, these oil-buoys will be located within 1 km from the planned breakwaters. Construction of the breakwaters gives rise to changes of wave conditions on the sea areas, especially in front of the breakwater and it affects mooring of tankers, which supply oil to the oil-buoy In this study, in order to calculate standing wave distribution after construction of a breakwater, numerical model is proposed based on unsteady mild slope equation. Calculation is performed by testing different wave heights, directions and reflection coefficients of breakwater. In addition, the influence to working condition of tanker moored at the oil-buoy is evaluated by using measured wave conditions and calculated results.