• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2011.10a
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• pp.768-768
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• 2011

선박/잠수함에 설치하는 소나(sonar)는 외부 해양 환경 및 유체 흐름을 위해 소나 돔을 설치하여 운용한다. 하지만 소나 돔 설치로 인해 핵심 기능인 음향신호 송/수신 기능 저하를 야기 시킨다. 따라서 소나돔을 설계시, 구조적으로는 수중 폭팔 등의 각종 하중으로부터 센서를 보호할 수 있도록 설계하고 음향적으로는 음파의 송수신 신호를 저하시키지 않는 재질을 고려하여 설계 및 제작을 하여야 한다. 소나돔에 의한 음향 손실을 최소화하기 위하여 설계 시, 소나돔음향창 시편을 통하여 음향신호가 이를 투과하면서 생기는 신호 왜곡 혹은 투과 손실 측정을 수행한다. 제한된 크기의 수조 시험장에서 투과 손실이 측정이 되는데, 음원 반사, 회절(diffraction) 등의 문제로 인하여 다양한 주파수 대역에서의 측정이 불가피 하다. 이때, 좁은 빔폭 (Beamwidth)을 갖는 Parametric array를 이용하여 음원 회절이 생기지 않는 범위 내에서 음향창 시편의 크기를 최소화 시킬 수 있으며 제한된 공간에서도 효율적으로 음향창 시편의 투과 손실을 측정 할 수 있다. 본 논문에서는 parametric array를 이용하여 음향창 시편의 크기를 최소화 하고 이를 이용하여 음향창 투과 손실을 측정하는 연구를 수행하였다.

• Journal of Korea Water Resources Association
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• v.44 no.4
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• pp.263-273
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• 2011

Recently increased rainfall by abnormal climate, risen peak runoff by urbanization, and shorten time of concentration are causing frequent overflow at downstream basin. This problem will be solved through the runoff reduction facilities like detention pond. However so far, most studies about detention pond in Korea are focused on its capacity. A study with respect to outlet facilities of detention pond was insignificant. Design of culvert usually used for outlet facilities of detention pond is generally carried out by using "Road Drainage Design" of Korea Expressway Corporation (1991). So detention pond is unreasonable to apply it. In this study, the culvert flow in submerged condition of upstream at culvert was analyzed., and simplified design procedure for culvert outlet facilities were presented for detention pond.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.3
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• pp.21-32
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• 1992

Numerical solutions are presented for solving the free surface flow created by a three-dimensional body moving beneath the free surface with constant velocity at an angle of attack. The solution is obtained using a panel method based on the perturbation potential, which employs Havelock sources and normal dipoles distributed on the body surface and Havelock normal dipoles in the wake downstream of the trailing edge. A pressure Kutta condition with an iterative solution procedure is implemented to satisfy equal pressure condition on the upper and lower surfaces at the trailing edge. Numerical calculation examples in the present paper include an ellipsoid at zero angle of attack, a rectangular planform wing at a small angle of attack in the limit of zero Froude number and then free surface flows and hydrodynamic forces acting on the submerged spheroid and parabolic strut are calculated. Discussions are made about the validity of the present method.

• Journal of Korea Water Resources Association
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• v.45 no.2
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• pp.137-149
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• 2012

Field measurements of resistance to flow are analyzed for 739 rivers vegetated with grass (281 channels), shrubs (150 channels) and trees (308 channels). The measured distribution of Manning roughness coefficients ranges from 0.015~0.250 for grass, 0.016~0.250 for shrubs, 0.018~0.310 for trees. Significant trends are obtained between Darcy-Weisbach (or Manning roughness coefficients) and flow discharge, friction slope, and relative submergence. The regression equations for Darcy-Weisbach and Manning roughness coefficients in vegetated rivers are: $f_{veg}=0.436Q^{-0.363}$, $f_{veg}=3.305S_f^{0.508}$, and $n_{veg}=0.061Q^{-0.124}$, $n_{veg}=0.144S_f^{0.199}$, $V=5.3(h/d_{50})^{1/8.3}{\sqrt{ghS_f}}$, $\sqrt{8/f}(=V/u*)=5.75log(5h/d_{50})$, respectively. These semi-empirical relationships should be useful for hydraulic engineering practice.

• Journal of Advanced Marine Engineering and Technology
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• v.34 no.1
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• pp.177-182
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• 2010

Sediment transport around artificial habitat which is induced by the change of flow due to installation of the structure plays a role not only as a defect function of subsidence and burial but also bottom-environment control function. Using Side Scan Sonar (SSS), Differential Global Positioning System (DGPS) and Scuba diving equipment, we investigated a facility condition of a dice reef installed on Pohang coast of the East Sea. Investigation result, at total 139 place, 10,526 dice reef was discovered. As the level which affects function of the above 0.5m, the case 4 place of burial (0.5~1.2m, 2.9%), scour appeared with 3 place (0.5m, 2.2%) and broken was appeared with 183 artificial reefs (1.74%). As a result, dice reef installed Pohang coast appeared to mostly stable.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.7 no.6
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• pp.1123-1129
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• 2003

The noise of maneuvering submarines or vessels can be divided into the tonal signals and broadband ambient noise. Tonal signals are from the revolution of motors and engines of vessels, and broadband ambient noise is from the bubbles which are generated by the propellers and the flow of water around vessels. We can analyze the kinds and the speed of vessels if we analyze the tonal signals and ambient noise. But, it is difficult to divide the tonal signals form the ambient noise when the power of tonal signal is much weaker than the power of ambient noise. In this paper, we detect the direction of arrival(DOA) of the noises generated by vessels with the automatic tracking window(ATW) preprocessing algorithm, and make a beam to the direction of the targets. We suggest a method which can separate weak tonal signals from broadband ambient noise with the ATW algorithm.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.2B
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• pp.139-147
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• 2012

This study is derived relationships of the resistance coefficients of Darcy-Weisbach and Manning for flow resistance and the dimensionless velocity using many field measurements for 1,875 rivers consist of sand 179, gravel 992, cobble 651 and boulder 53 channels in natural rivers, respectively. The relationships of power law forms are developed as a function of flow discharge, friction slope, and relative submergence by the regression and the semi-empirical method. The measurements distribution of Manning resistance coefficients by the Box-Whisker Plots show the values which ranges from 0.004~0.151 for sand, 0.008~0.250 for gravel, 0.015~0.327 for cobble, 0.023~0.444 for boulder in natural rivers, respectively. Relationships of these semi-empirical and resistance coefficients will be useful to give information in hydraulic engineering.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.213-213
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• 2011

근래 이상기후에 의한 강우량 증대와 도시화에 따른 첨두유출량의 증대 및 도달시간의 단축은 기존의 유수지만으로 도시홍수를 대처하는데 그 한계점에 다다르게 되었다. 1990년대에 들어 각종 우수유출 저감시설의 활용으로 이상의 문제를 해결하고자 하는 노력들이 시작되었으며, 현재 신규개발지에 저류지와 같은 우수유출저감시설 설치를 법제도적으로 의무화 하고 있어, 전국적으로 천여개소의 저류지가 시설되어 있거나 계획 중에 있다. 저류지는 개발로 인해 증가된 첨두유출량을 개발전의 상태로 저감시키기 위하여 임시 또는 상시 저류하거나 저류능력 이상의 유출량에 대해서는 암거방류시설을 통해 하류부의 하천 또는 하도로 방류시키는 역할을 수행하는 수공구조물로서 일반적으로 저류지 계획 및 설계는 첨두유출량 증가분에 대해 초점을 맞추고 있을 뿐 방류시설에 대한 구체적인 설계는 이루어지지 않고 있는 실정이다. 또한 현재 국내에는 저류지 방류시설로 주로 사용되는 암거에 관한 설계규정이나 기법은 미미한 상태로, 한국도로공사(1991)에서 발표한 "도로배수계획"을 이용하고 있으며, 이는 미국 연방도로국(FHWA, 1985)에서 발표한 설계기법을 그대로 인용하고 있다. 즉, 지형 또는 현장 여건에 따라 암거 흐름의 8형식 중 하나의 형식으로 결정하고, 그 형식에 따라 관련도표를 이용한 시산법 또는 도식해법을 적용하여 유입부 상류수위를 산정함으로써 암거설계가 이루어진다. 하지만 이러한 암거설계 방식은 도로 배수암거에 적합한 것으로 저류지 배수암거에 적용하기에는 무리가 있다고 본다. 따라서, 본 연구에서는 저류지의 일반적인 특성상 암거흐름 8형식 중 Class-II군의 암거 상류부 수위가 잠수된 조건 즉, 평상시 저류지가 일정수위 이상의 저류량을 유지하고 있는 상태에서 저류지 암거방류시설의 대표적인 설계인자인 암거직경, 암거경사, 암거경사, 하류단 수위조건의 변화에 따른 상류부 수위변화를 유량별로 분석해 보았다. 방류 암거의 개수를 고려하기 위하여 암거상류부 수위와 암거직경의 관계해석 시 암거단면적을 이용하여 분석하였으며, 각각의 유량별로 상류부 수위와 암거단면적의 관계를 회귀식으로 제시하였다. 암거상류부 수위와 암거경사의 관계를 분석한 결과 암거경사가 5~20%로 변화할 때 암거상류부 수위의 변화는 2~5%정도의 매우 작은 변화를 보임을 확인할 수 있었으며, 암거길이의 경우는 해석 조건의 특성상 상류부 수위에 영향이 전혀 나타나지 않았다. 암거상류부 수위와 암거하류단 수위의 관계에서 암거상류부 수위는 암거하류단 수위가 암거직경과 퇴사위 높이의 합보다 암거하류단의 수위가 높아지는 시점부터 암거하류단 수위에 비례해서 증가되는 결과를 알 수 있었다.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.10 no.3
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• pp.179-187
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• 1977

This study intended to investigate the shape of the artificial fish reefs settled in the waters of Seogwipo, and the thronging of fish schools into them. The results obtained are summarized as follows : 1. Two types of artifical fish reef, circularized vertical type which is composed of Cryptomeria branches and parachute type, were put off the coast of Seogwipo at $33^{\circ}14'05'$ N Lat., $126^{\circ}34'40'$ E Long. The setting place is located 0.4 sea-mile away from natural fish reefs, at 25 m in depth. And its sediment is consisted of f. S. and Sh. 2. Maximum velocity of wind drift current was 15.28 cm/sec at 15 m depth. The Current direction was $20.5\%$n in the WSW. 3. Maximum fluid resistance of the circularized vertical type to current and wind waves showed about 890 kg, and the weight of sand bags attached to the fish reef totaling 1,200 kg was enough to sustain fish reef. 4. As maximum fluid resistance of the parachute type to current and wind waves was 106.3 kg, the retaining force of sand bags was enough to sustain the fish reef, but vinyl canvas and expansion materials were so poor that the fish reef was lost by the sea current and wind waves. 5. Sixteen species of fish among 53 usually caught in this area were thronged into the artificial fish reef. The fish catches comprized Porgy (Pagrosomus major) $23\%$, black kook fish (Sebastes (Mebarus) intermis) $13\%$, sand borer (Sillago sihama) $11\%$, Sebastes (Pteropodus) hubbsi $7\%$, and file fish (Monacanthus cirrhifer) $6\%$. According to the submarine observations by fivers, it was confirmed that a lot of fish larvae thronged in the middle part of the fish reefs.