• 한국항해학회지
• /
• 제14권3호
• /
• pp.15-33
• /
• 1990

In recent years, propellers with various blade configurations such as highly skewed propellers are often fitted to ships from the viewpoint of reduction of vibration and noise. In the design of such propellers, design charts based on methodical series tests are to be complemented by theoretical calculations for accurate estimation of propeller open-water characteristics. The author intended to develop a method to estimate propeller open-water characteristics based on Quasi -Vortex - Lattice Method originally developed by Lan for solving planar thin wings, The Quasi - Vortex - Lattice Method has the simplicity and flexibility of Vortex - Lattice Method. Its accuracy is comparable to that of the Vortex - Lattice Method. Converged solution can be obtained with a small number of control points and further, leading edge suction force can be calculated directly. In the present paper, a numerical method to estimate propeller open-water characteristics based on the Quasi - Vortex - Lattice Method is reviewed and its application to marine propellers is described in detail. Comparison of propeller open-water characteristics obtained by the present method with experimental data showed good agreement for a wide variety of propellers including highly skewed propellers.

• 대한조선학회논문집
• /
• 제39권3호
• /
• pp.8-17
• /
• 2002

RANS 방정식의 수치 해법을 사용해서 선박용 추진기 주의의 점성 유동을 계산함으로써 모형 프로펠러 3개(P4119, P4842, KRISO 포드 프로펠러)의 단독 성능을 해석하였다. 프로펠러 단독성능과 날개 압력 분포 그리고 프로펠러 근방의 평균 속도 분포에 대한 본 연구의 수치 해석 결과를 실험 결과와 비교하였으며, 대체로 두 결과가 서로 잘 일치하는 것이 확인되었다. 그러나, 프로펠러 날개 앞날의 압력과 포드 프로펠러의 단독 성능에 대한 본 연구의 결과는 실험 결과와 잘 맞지 않는 것으로 나타났다.

• 한국환경과학회지
• /
• 제3권4호
• /
• pp.317-332
• /
• 1994

Based on the Results of Marine Meteorological and Oceanographical Observations (1966 ~ 1987), oceanographic conditions of the Japan Sea in winter was studied in relation to the Japan Sea Proper Water (JSPW). The mean and dispersion of the deep water above 1000 m depth are 0.26$\pm$0.2$^{\circ}C$ in temperature and 5.1$\pm$0.25 ml/h in oxygen. The mean and dispersion of the bottom water below 1000m depth are 0.07$\pm$$0.04^{\circ}C$ in temperature and 5.1$\pm$0.15ml/1 in oxygen. The distributions of the temperature and dissolved oxygen in the deep water above 1000m depth are ranged wider than 각one of the bottom water below 1000m depth in T-S and T-$ extrm{O}_2$ diagrams. The bottom water are showed more homogeneous and smaller variations than the deep water in the characteristics of water mass. The deep water above 1000m depth is active in contact with the atmosphere. The JSPW similar to the above characteristics is showed in the open ocean of the north of $40^{\circ}$30""N, west of $138^{\circ}$E. Therefore, the deep water is formed probably by the open-ocean convection.tion.

• 한국기계연구소 소보
• /
• 통권11호
• /
• pp.95-101
• /
• 1984

The MAU-series propellers were designed and tested in japan. This report presents the polynomial coefficients of open water Characteristics for each standard MAU-series propellers, obtained by multiple polynomial regression analysis in terms of pitch-diameter ratio and advance coefficient. The limitation of applicability and the accuracy of the regression polynomial are also discussed.

• Journal of Advanced Marine Engineering and Technology
• /
• 제35권7호
• /
• pp.930-937
• /
• 2011

The characteristics of mean velocity and turbulence have been analyzed in the circular open channel flow using PIV measurement data for a wide range of water depth. The measured data are fitted to a velocity distribution function over the whole depth of the open channel. Reynolds shear stress and mean velocity in wall unit are compared with the analytic models for fully-developed turbulent boundary layer. Both the mean velocity and Reynolds shear stress have different distributions from the two-dimensional boundary layer flow when the water depth increases over 50% since the influence of the side wall penetrates more deeply into the free surface. The cross-stream Reynolds normal stress also has considerably different distribution in view of its peak value and decreasing rate in the outer region whether the water depth is higher than 50% or not.

• 생태와환경
• /
• 제40권1호
• /
• pp.61-71
• /
• 2007

본 연구는 국내 최대의 수질정화용 인공습지인 시화호 인공습지의 개방수역(open water)에서 식물플랑크톤에 의한 광합성특성 및 유기물생산력을 조사 평가하여 효율적인 습지관리를 위해 open water관리방안의 기초자료를 제공하기 위함이다. 식물플랑크톤의 광합성특성 및 1차 생산력은 유입수의 수질특성과 체류시간이 다른 반월천습지와 동화천습지의 open water에서 조사되었다. 조사기간 동안 시화호 인공습지내 5개 open water에서 식물플랑크톤에 의한 1차 생산력은 $481{\sim}11,275mgC\;m^{-2}\;day^{-1}$의 범위로 연중 부영양화 수준을 보였고 계절과 지점에 따라 변동이 컸다. 시화호 인공습지에서 식물플랑크톤의 P-I curve 모델계수를 통한 광합성특성은 두 습지로 유입되는 유입수의 상반되는 수질특성(인과 질소 농도)에 크게 영향을 받는 것으로 나타났다. 최대광합성속도 (Pmax)는 $42{\times}1,014 mgC\;m^{-3}\;hr^{-1}$로 chi. ${\alpha}$ 농도와 양의 상관(R=0.47)을 보였다. 식물플랑크톤의 광합성효율을 나타내는 동화계수(AN)두 습지 모두 고습지와 저습지의 AN값의 차이를 보이지 않았지만 동화천습지의 AN값이 평균 8.5gC $gChl^{-1}\;hr^{-1}$로 반월천습지의 평균 5.8gC $gChl^{-1}\;hr^{-1}$보다 높은 값을 보여 인 농도가 높은 동화천습지에서 식물플랑크톤의 광합성효율이 큰 것으로 나타났다. 두 하천의 수질특성으로부터 식물플랑크톤의 광합성효율은 질소보다 인 농도 그리고 작은 TN/TP와 관련이 있는 것으로 사료된다. 낮은 광도에 대한 광합성능력을 나타내는 초기기울기와 동화계수 사이에는 높은 양의 상관(R=0.81)을 보인 것으로 보아, 낮은 광조건에서 광합성능력이 큰 식물플랑크톤이 광합성효율도 큰 것으로 나타났다. 본 연구에서 시화호 인공습지의 open water에서 식물플랑크톤에 의한 유기물생산이 매우 높은 것으로 보아 식물플랑크톤이 습지의 수질 및 수처리효율에 영향을 미칠 것을 판단된다. 습지의 수처리효율을 향상시키기 위해서는 체류시간을 짧게 해주거나 open water의 면적을 줄여 식물플랑크톤의 증식을 억제하거나 또는 증식한 식물플랑크톤이 습지외부로 유출되지 않도록 하는 관리방안이 필요할 것으로 본다.

• Journal of Advanced Marine Engineering and Technology
• /
• 제30권6호
• /
• pp.685-692
• /
• 2006

In a general centrifugal pump, if it is operated in a two-phase flow the activity of the impeller usually degrades and occasionally losses its function. However, the effect of break down of centrifugal pump due to entrained air has not been clarified yet. This paper shows the air-water two-phase flow characteristics of closed type and semi-open type impellers. In a sing1e-phase flow, closed-type impeller has higher efficiency and head. But in air-water two-phase flow semi-open type impeller's rates of decreases of efficiency and head are decreased.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2007년도 학술발표회 논문집
• /
• pp.846-850
• /
• 2007

In this study debris like branch or trash are washed and flowed from land to stream by rainfall runoff at mountain or urban stream specially rainy season. These kinds of debris are accumulated at hydraulic construct on the way of flow along the stream. The shape or ratio of like these accumulated debris are various according to the location where it is accumulated and the material what it is, so that it is influenced to be varied to flow characteristics. To be simple of accumulated debris shape, it was made experiments though the variation of open ratio and the shape of accumulated debris by lab experiment using straight channel with two piers. From the result, the water level is inverse proportion to open ratio, and the water level more sensitive to the debris‘ width than length at the same area of accumulated debris.

• 한국물환경학회지
• /
• 제23권1호
• /
• pp.122-130
• /
• 2007

This study was conducted to evaluate water treatment characteristics according to vegetated wetland(V) and open water(O) arrangements in free water surface constructed wetland. Three pilot-scale wetlands, V-V, O-V and V-O, were built and operated. $BOD_5$ was a slightly reduced at all the arrangements because the influent concentration was so low as background concentration of constructed wetlands. While T-N and T-P removal efficiency showed higher than 50% for all cases. The O-V arrangement showed the highest removal efficiency: 20% for $BOD_5$, 56% for SS, 59% for T-N and 72% for T-P. Effluent concentration of the O-V were significantly low compared with those from the V-O. O-V arrangement would be beneficial in the light of pollutant removal efficiency as well as construction cost.

• 한국해양공학회지
• /
• 제28권3호
• /
• pp.199-208
• /
• 2014

In this study, propeller open water characteristics ($K_P$, $K_T$ and ${\eta}_o$) were compared for three different ducted propellers using a Computational Fluid Dynamics (CFD) analysis, as well as an experimental test at a basin. The best shape of the duct was selected from the three types of specially designed ducts based on the CFD analysis results. The same propeller model (Kaplan type propeller) was used inside all three duct models, and the propeller open water characteristics were compared, predominantly at the design speed for an underwater vehicle. Finally, the results of the CFD test simulations for the selected duct case were verified by experimental open water tests in a towing tank.