• Korean Journal of Fisheries and Aquatic Sciences
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• v.17 no.1
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• pp.9-14
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• 1984

To study the correlation of the net drag force, net height, and towing speed, three kinds of similiar size model trawl nets were experimented in the still watertank ($60m{\times}4m{\times}3m$). The scale ratios of model nets, 2 seam, 4 seam, and 6 scam net were 1/31.3, 1/20.0, and 1/44.4 respectively, The maximum streched circumferences of the bag net were same length, i. e. 140cm. Net drags were propotional to the $1.75{\sim}1.98th$ order of towing speed and showed similar result as Koyama's net drag equation. Net heights were propotional to the $-0.85{\sim}-0.72th$ order of towing speed. It could observe that the towing nets showed normal shape in $3.0{\sim}3.5$ knot full scale towing speed but bad shape below $1.0{\sim}1.5$ knot. And it showed tendency to lift the bag net and codend with increasing speed.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.36 no.1
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• pp.54-59
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• 2000

This paper presents a control system that uses a fuzzy algorithm in controlling the depth of a model midwater trawl net, and experimental results carried out in the circulating water channel by using a model trawl winch system.The fuzzy controller calculates the length of the warp to be changed, based on the depth error between the desired depth and actual depth of the model trawl net and the ratio of change in the depth error. The error and the error change are calculated every sampling time. Then the control input, i.e. desirable length of the warp, is determined by inference from the linguistic control rules which an experienced captain or navigator uses in controlling the depth of the trawl winch controller and the length of the warp is changed. Two kinds of fuzzy control rules were tested, one was obtained from the actual operations used by a skilled skipper or navigator, and the other was a modified from the former by considering the hydrodynamic characteristics of the model trawl system.Two kinds of fuzzy control were tested, one was obtained fro the actual operations used by a skilled skipper or navigator, and the other was a modified from the former by considering the hydrodynamic characteristics of the model trawl system.The results of these model experiments indicate that the proposed fuzzy controllers rapidly follow the desired depth without steady-state error although the desired depth was given in one step, and show robustness properties against changes in the parameters such as the change of the towing sped. Especially, a modified rule shows smaller depth fluctuations and faster setting times than those obtained by a field oriented rule.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.9 no.4
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• pp.182-193
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• 1997

The interaction of monochromatic incident waves with a horizontal flexible membrane is investigated in the context of two-dimensional linear hydro-elastic theory. First, analytic diffraction and radiation solutions for a submerged impermeable horizontal membrane are obtained. Second, the theoretical prediction was compared with a series of experiments conducted in a two-dimensional wave tank at Texas A & M University. The measured reflection and transmission coefficients reasonably follow the trend of predicted values. Using the developed computer program, the performance of surface-mounted or submerged horizontal membrane wave barriers is tested with various system parameters and wave characteristics. It is found that the properly designed horizontal flexible membrane can be an effective wave barrier.

• Journal of Advanced Marine Engineering and Technology
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• v.35 no.1
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• pp.89-95
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• 2011

In this study, We modeled the deck house of the container ship like the representative bluff body and made the model ship. By using the PIV technique, the exhaust gas anti-reflux effect of the deck house backward according to open and close of the Sunken Deck and installation of the deflector in deck house side were measured in circulating water channel. The experiment system consists of hi-speed camera, laser, image board, host computer. The mean velocity vector and time mean axial velocity were found in deck house backward and the results were compared each case.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2000.04a
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• pp.13-17
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• 2000

해저관로가 노출되어 있을 경우 파도와 조류 등에 의한 외적 하중으로부터 안정적이어야 한다. 트랜치 구간 내의 해저관로에 작용하는 유체 입자의 속도와 가속도는 해저면과 비교하여 볼 때 현저히 감소하므로 감쇄 계수를 사용하여 트랜치 구간 내에 설치되는 해저관로의 안정성을 해석한다. 그러나, 다양한 트랜치 구간의 깊이와 기울기에 대한 감쇄 계수에 대해 많은 자료가 부족하여 실제 설계에는 한정된 계수들이 이용된다. 본 논문에서는 다양한 깊이와 기울기를 가진 트랜치 구간의 실험 모형을 제작하여 회류 수조에서 P.I.V(입자 영상 속도계) 기법을 이용하여 여러 속도에 대하여 실험을 수행하였다. 다양한 트랜치 구간 내의 실린더 주변의 유동 특성과 유체 입자의 수평 속도를 측정하여 항력 감쇄 계수를 산출해 냈으며 실제 해양 공사에서 적용 가능한 안정성 해석 기준을 제시하였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.24 no.6
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• pp.400-403
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• 2012

Laboratory experiments were conducted for tsunami inundation to an urban area with large building roughness. The waterfront portion of the city of Seaside which is located on the US Pacific Northwest coast, was replicated in 1/50 scale in the wave basin. Tsunami heights and velocities on the inundated land were measured at approximately 31 locations for one incident tsunami heights with an inundation height of approximately 10 m (prototype) near the shoreline. The inundation pattern and speed were more severe and faster in some areas due to the arrangement of the large buildings. Momentum fluxes along the roads were estimated using measure tsunami inundation heights and horizontal fluid velocities. As expected, the maximum momentum flux was near the shoreline and decreased landward. Inundation heights and momentum flux were slowly decreased through the road with buildings on each side. The results from this study showed that the horizontal inundation velocity is an important factor for the external force of coastal structures.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.3 no.4
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• pp.217-222
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• 1991

Hydralic model experiments for permeable breakwaters with three different shapes of cap concrete were carried out in a two-dimensional wave channel to investigate the shape effects of cap concrete on transmission rate of the incident waves over the breakwaters. The model test results show that energy damping effects are significant in the following order; cap concrete with dissipation holes and apron, cap concrete with apron only, and cap concrete without dissipation holes and apron. It is concluded that the significant damping effects are due to energy dissipation of the incident wave as they pass through the holes and the apron.

• Journal of the Society of Naval Architects of Korea
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• v.59 no.2
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• pp.89-95
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• 2022

The stability of the existing ships has been evaluated through numerical calculations in the steady-state, but recently the IMO proposed a new stability assessment criteria that the stability is evaluated in the state in which environmental loads from such as waves and wind act like the loads under actual ship operating conditions. In this study, IMO 2nd generation stability assessment method and procedure were summarized for the dead ship condition, and Direct Stability Assessment (DSA) was performed on 13K chemical tanker through basin model test. The model test is performed in the ocean engineering basin to implement wave and wind loads, and environmental conditions for waves were set height and period of the incident wave, considering the regular wave and wind generation range reproducible in the ocean engineering basin. In addition, to consider the effect of wind speed, the Beaufort Scale for wind speed was applied in the model test.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.323-323
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• 2011

산지가 많은 국내의 지형적인 여건은 토지의 이용에 다양한 영향을 준다. 산지주변에서는 능선을 따르거나 가로지르는 도로가 건설되고 산지계곡 하류에 발달한 선상지에는 가옥이 들어서거나 경작지로 활용되고 있다. 이러한 환경에서 우리나라는 지난 10년간 사면재해로 인한 사망자가 전체 자연재해에 27%에 달하고 이는 집중호우가 발생하는 시기에 집중되고 있어 이에 대한 연구가 필요한 실정이다. 본 연구에서는 호우 발생 시 산지하천에서 발생하는 토석류의 흐름특성을 연구하기 위해 국내 외 토석류 실험장치에 대한 조사와 토석류 실험장치를 개발하여 토석류발생 및 도달거리 예측을 위한 실험을 수행하였다. 토석류 실험장치는 수조길이 5.5m에 10-40cm의 가동폭 그리고 상 중 하류의 3단계 경사조절이 가능하며 토석류 퇴적장치를 결합하여 도달거리 및 퇴적분포를 계측할 수 있다. 토석류를 발생시키기 위해 토사공급장치 이용방법, 하상퇴적토사를 이용한 방법 등 다양한 시도를 하였다. 토석류 실험장치를 이용하여 발생시킨 토석류의 특성과 퇴적장치 에서의 도달거리를 측정하여 유량공급과의 상관관계를 분석하였다. 이러한 연구결과는 토석류 재해지도의 작성이나 토석류 해석모형의 개발에 필요한 기초자료로 활용될 수 있다.

• The Journal of the Acoustical Society of Korea
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• v.33 no.3
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• pp.174-183
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• 2014

When a active sonar signal is transmitted and returned back from a target, it has been distorted by various properties of acoustic channel such as multipath arrivals. And signals have been appeared to be different form by target position and attitude. Therefore, we simulated the target echo signal using 3 dimensional target model include reflects target features. In this paper, we develop components form of a simulated target model is made up equally spaced highlight points, and each part of the target consists of shape function. We can simulate a target echo signal and Target strength (TS) according to wave incident angle. To verify, we made small scale target in kit form and we had got underwater target signal for comparing simulation result in water tank.