Damages by jellyfish are occurring frequently around the world. Among them, accidents caused by jellyfish stings are serious enough to cause death. So we designed a jellyfish blocking net and analyzed its stability to prevent sting caused by jellyfish entering the beach. To this end, the dynamic behavior of the jellyfish blocking net according to the current speed (0.25-1.0 m/s) and the net type (50, 100 and 150 mm) on the upper part of the blocking net was modeled using the mass spring model. As a result of simulations for the model, the horizontal tension (horizontal component of the mooring tension) of the mooring line increased with the decrease in the mesh size on the upper part of the blocking net at all current speeds, but exceeded the holding force at high tides faster than 0.5 m/s and exceeded the holding force at all current speeds at low tide. Therefore, the jellyfish blocking nets showed poor stability overall. The depth of the float line had a little difference according to the upper mesh size and increased lineary proportional to the current speed. However, the float line sank too much to block the incoming jellyfish. These analysis results helped us find ways to improve the stability of the jellyfish blocking net, such as adjusting the length of the mooring line and improving the holding power. Therefore, it is expected that this technology will be applied us various underwater structures to discover the weaknesses of the structures and contribute to increasing the stability in the future.

Quality and distribution of the TEA(Total Enclosed Area), TSA(Twine Surface Area), solidity ratio and resistance according to the partial nets of the midwater trawl net were examined through experiment at the sea to standardize a design of the midwater trawl net.The results can be summarized as follows;1. The TEA, TSA and resistance of the trawl net were increased definitely according to increasing the scale of the trawl net, and this is the most important factor to design the trawl net.2. As the result of analysis of the distributions of the bag net was smaller than the others. Because TEA for rear end of the wing net is decreased suddenly, we can judge that the trawl net was towed irregularly. 3. The resistance distribution of the partial net was increased suddenly from central part of the bag net and was showed large value in the codend.4. The resistance of the net from the position one of three to gab net and codened charged 75% at all resistance of net.

건착망의 침강 운동특성을 구명하기 위한 기초연구로서 그물감의 재료가 다른 세 종류의 건착망을 수중 총중량(60g)이 동일하게 되도록 발돌의 양을 조절하여 제작하고, 침강특성을 해석하였다. 실험에 사용한 건착망은 그물실의 직경 및 발의 길이가 같은 폴리프로피렌계(밀도 0.91g/cm3) 및 폴리에스터계(밀도 1.38g/cm3)의 매듭 없는 그물감을 사용하여, 뜸줄의 길이를 420cm, 그물의 폭을 86cm가 되도록 제작하고, 이 그물들을 각각 PP, PA 및 PES 그물이라고 하였다. 회유수조의 수로상에 투망장치를 설치해서 정지상태의 수중에 투망하고, 측면에 설치한 비디오 카메라를 이용하여 촬영 녹화하였다. 그리고, 그물에 표시한 측정점의 좌표를 화상해석장치로 읽고 실험치를 구하였다. 여기에는, 건착망의 수직방향의 침강운동을 나타내는 미분방정식을 구하고 Runge-Kutta-Gill법에 의한 연립 미분방정식 해법을 이용하여 수치해석을 행하였으며, 그 결과는 다음과 같다. 1. 그물 아랫자락의 침강속도는 PP 그물이 가장 빠르고, PA 및 PES 그물 순으로 늦게 나타났다. 2. 그물감의 저항계수 KD는 계산결과 KD=0.0614의 관계식으로 나타낼 수 있었다. 3. 그물다발의 저항계수 CR은 계산결과 CR=0.91의 관계식으로 나타낼 수 있었다. 4. 건착망 투망후 경과시간에 따른 그물 아랫자락의 도달수심에 대한 실험치와 계산치는 매우 잘 일치하여 meas.=0.99cal.의 관계였다.