• 제목/요약/키워드: Horizontal channel

검색결과 265건 처리시간 0.026초

해양 조류발전단지 간섭 연구 (Ocean Current Power Farm Interaction Study)

  • 조철희;임진영;채광수;박노식
    • 한국해양공학회지
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    • 제23권1호
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    • pp.109-113
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    • 2009
  • Several tidal current power plants are being planned and constructed in Korea utilizing the strong tidal currents along the west and south coasts. A tidal current reaches 9.7 m on the west coast; there are few potential regions for tidal current power generation. The construction of a dam to store water can prevent the circulation of water, causing a great environmental impact on the coast and estuary. The tidal barrage could produce a large amount of power, but it should be carefully considered. The purpose of developing renewable energies is to minimize the environmental impact and to maximize the utilization of clean energy. To produce a great quantity of power, tidal current farms require the placement of numerous units in the ocean. The power generation is very dependent on the size of the rotor and the incoming flow velocity. Also, the interactions between devices contribute greatly to the production of power. The efficiency of a power farm is estimated to determine the production rate. This paper introduces 3 D interaction problems between rotating rotors, considering the axial, transverse, and diagonal distances between horizontal axis tidal current devices.

소형 자율무인잠수정 "BOTO"의 개발 및 실험 (Development & Test of A Small-Sized Autonomous Underwater Vehicle "BOTO")

  • 변승우
    • 전자공학회논문지
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    • 제49권11호
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    • pp.103-109
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    • 2012
  • 논문에서는 천해역에서 운용가능한 소형의 자율무인잠수정 "BOTO"의 개발과 실해역 자율주행 성능시험에 관한 내용을 다룬다. BOTO의 개발을 위해 6자유도 운동방정식을 이용하여 시뮬레이션을 수행하였으며, 시뮬레이션 결과를 바탕으로 소형 자율무인잠수정을 개발하였다. 시뮬레이션에 사용되는 운동모델의 계수와 주행성능을 확인하기 위해 회류수조에서 저항계수 측정 시험도 수행하였다. 운동모델을 기반으로 무인잠수정의 선회반경 시뮬레이션과 수평면에서의 경로추종을 위한 알고리즘을 적용하여 시뮬레이션을 수행하였고, 설계된 제어기를 이용하여 실해역 자율주행시험을 수행하였다. 실해역 자율주행시험은 선회반경 측정시험과 경로점 추종시험을 실시하였으며, 실해역에서 목표 경로점을 잘 추종하는 것을 확인하였다.

고해상도 해양순환모형을 이용한 씨프린스호 유류유출 사고 수치실험 (Numerical Experiment on Sea Prince Oil Spill Incident Using a High Resolution Ocean Circulation Model)

  • 김예솔;이호진;정경태;박재훈;이현정
    • Ocean and Polar Research
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    • 제34권3호
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    • pp.337-348
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    • 2012
  • This study investigates the effects of tide, wind and oceanic currents on oil spill dispersions through a series of numerical floats tracking experiments on the Sea Prince oil spill incident occurred in 1995 using a 3-dimensional high resolution ocean circulation model. For that, a total of four experimental cases (experiment with tide, wind and oceanic currents, experiment with tide and oceanic currents, experiment with wind and oceanic currents, and experiment with tide and wind) were compared. It could be seen that results from experiment involving all external forces showed better agreement with the observed pattern of oil slick movement than other cases. The oceanic currents acted to drive floats to move to the western channel of the Korea straits and wind accelerated the eastward movement of floats in the early stage of the incident. Tidal currents played significant role in the horizontal dispersion of floats.

수평채널 내 고 점성유체의 볼텍스 유동에 관한 3차원 수치해석(1) (Three-Dimensional Numerical Study on the Vortex Flow in a Horizontal Channels with High Viscous Fluid)

  • 박일용;김정수;배대석
    • 동력기계공학회지
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    • 제18권3호
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    • pp.79-86
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    • 2014
  • Mixed convective vortex flow in the three-dimensional rectangular channel filled with high viscous fluid(Pr=909) is investigated computationally under various operating conditions. The Reynolds number is varied from 0 to $5{\times}10^{-1}$, the Rayleigh number from $10^3$ to $5{\times}10^4$. The three-dimensional governing equations are discretized using the finite volume method. The effects of Reynolds number and Rayleigh number are presented and discussed. From a parametric study, it is found that vortex flow pattern of mixed convection in rectangular channels can be classified into three flow patterns basically, but the new vortex flow structures containing wave rolls are found, which are affected by Rayleigh number and Reynolds number. From this results, we can draw a flow regime map to delineate various vortex flow patterns in the high viscosity fluid mixed convective flow.

자유수면형 인공습지 환경·생태공원 설계 -생태적 수질정화비오톱 공원의 구조설계를 중심으로- (A Study on Constructed Wetland Ecological Park Design with Multiple-cell FWS Layout -focus on Structural Design of Sustainable Structured wetland Biotope(SSB) Park-)

  • 변우일
    • 한국환경복원기술학회지
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    • 제9권5호
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    • pp.1-9
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    • 2006
  • The purpose of this study is to make a design guideline in designing constructed wetland which can treat water quality both of point and nonpoint source water pollution. It focuses on structural aspects of two case studies of constructed wetland applying SSB(Sustainable Structured wetland Biotope) system in Korea. The constructed wetland of Lake Ju-am which was constructed in 2002 by Environmental Management Corporation, was designed by applying SSB system. It shows higher removal efficiency than expected - 56% of BOD removal efficiency, 60% of T-N removal, and 76% of T-P removal efficiency. In two cases, total wetland areal extents were calculated referred to treatment efficiency. The system is consist of micro-cell structures : inflow channel, forebay, multiple wetland cells and micro-pool. When designing constructed wetland appropriate in local area, the total organic system of vertical and horizontal structure : geology, hydrology, land use, and ecological surroundings of the sites should be considered totally.

십자형 마이크로 채널 내에서의 액적 형성에 관한 실험적 연구 (Experimental Study on the Droplet Formation in a Microchannel with a Cross Junction)

  • 박재현;배기화;허영근;서용권
    • 한국가시화정보학회지
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    • 제5권2호
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    • pp.39-47
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    • 2007
  • This paper describes an experimental study on the droplet formation and the subsequent motion in a microchannel having a cross junction. While one kind of liquid (pure water or water-surfactant mixture) is drawn into a horizontal inlet channel, the other kind (oil) is introduced through two vertical inlet channels. Due to the effect of surface tension on the interface between the two fluids, the droplets of the first fluid are formed near the cross junction. In this study, we have found that the droplet formation is affected even by slight difference in the surface tension. When the surface tension between two fluids is decreased, the droplet size is decreased in order to keep the equilibration between the pressure and the surface tension. In addition, the time interval between each of the droplet formations is decreased and the distance between droplets is also decreased when the surface tension is decreased.

과부하 사각형 맨홀의 배수능력 증대에 관한 실험적 연구 (An Experimental Study for Drainage Capacity Increment at Surcharged Square Manholes)

  • 김정수;송주일;윤세의
    • 상하수도학회지
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    • 제22권6호
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    • pp.619-625
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    • 2008
  • Urban sewer systems are designed to operate in open-channel flow regime and energy loss at square manholes is usually not significant. However, the energy loss at surcharged manholes is considered as one of the major causes of inundation in urban area. Therefore, it is necessary to analyze the head loss associated with manholes, especially in surcharged flow. Hydraulic experimental apparatus which can change the manhole inner profile(CASE I, II, III, and IV) and the invert types(CASE A, B, C) were installed for this study. The experimental discharge was $16{\ell}/sec$. As the ratio of b/D(manhole width/inflow pipe diameter) increases, head loss coefficient increases due to strong horizontal swirl motion. The head loss coefficients for CASE I, II, III, and IV were 0.46, 0.38, 0.28 and 0.37, respectively. Side covers increase considerably drainage capacity at surcharged square manhole when the ratio of d/D(side cover diameter/inflow pipe diameter) was 1.0. The head loss coefficients for CASE A, B, and C were 0.45, 0.37, and 0.30, respectively. Accordingly, U-invert is the most effective for energy loss reduction at surcharged square manhole. This head loss coefficients could be available to evaluate the urban sewer system with surcharged flow.

CFD를 이용한 수직축 터빈 설계 및 유동특성 분석 (Vertical Axis Tidal Turbine Design and CFD hydrodynamic Analysis)

  • 조철희;고광오;이준호;노유호;이강희
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 추계학술대회 초록집
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    • pp.159.1-159.1
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    • 2011
  • Due to the global warming, the need to secure the alternative resources has become more important worldwide. Having very strong current on the west coast with up to 10 m tidal range, there are many suitable sites for the application of TCP(Tidal current power) in Korea. Not only from the current produced from the high tidal range, but also it can be widely applied to the offshore jetties and piers. The VAT(Vertical axis turbine) system could be very effective tidal device to extract the energies from the attacking flow to the structures. For the relatively slow current speed, the VAT system could be more effective application than HAT(Horizontal axis turbine) device. The performance of VAT can be evaluated by various parameters including number of blades, shape, sectional size, diameters and etc. The paper introduces the multi-layer vertical axis tidal current power system with savonius turbine. The turbine was designed with consideration of optimal blade numbers and the performance was simulated by CFD analysis.

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8단자 가변 임피던스 전자파 발생 장치를 이용한 표준 복사 전자기장 조성 연구 (Study for generation of standard EM field using 8 ports-variable wave impedance generator)

  • 윤재훈
    • 한국통신학회논문지
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    • 제21권3호
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    • pp.771-783
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    • 1996
  • 8단자 가변임피던스 전자파 발생장치(8P-VWIG:8Ports-Variable Wave Impedance Generator)에 대한 설계 기술에 대해 나타내고, 내부에서 유기뇌는 전자기장 및 특성임피던스에 대한 수치해석, 일정한 특성임피던스를 갖는 구조에 대해 간단하게 추적할 수 있는 수치알고리즘에 대해 나타내었다. 또한 특정 구조에 대한 균일도 평가결과와 내부 전자계 분포, 그리고 그 응용으로서 EMS 측정시스템에 대한 간단한 소개를 나타내었다. 8P-VWIG는 기존 간이 EMI/EMS 시설들에 비해 시험공간의 활용도가 좋고, 수직 수평 분극 조성이 자유로운 장점을 가지고 있다. 제작된 8P-VWIG는 정재파비로 측정된 제 1공진이 152.1MHz에서 발생하고, $50{\Omega}$ 임피던스 정합 시스템으로 동작하도록 한 8채널의 다중전송선로 구조를 갖는다.

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진해만 조류의 현장관측 및 수리모형실험 (Field Observations and Hydraulic Model Experiments of Tidal Currents in Chinhae Bay)

  • 장선덕;김차겸;이종섭
    • 한국수산과학회지
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    • 제26권4호
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    • pp.346-352
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    • 1993
  • Tidal currents and tidal residual currents in Chinhae Bay are investigated by the field observations and hydraulic experiments during the spring tide and neap tide. The horizontal and vertical scales of the model are l/2,000 and 1/159, respectively. The hydraulic model results roughly coincide with the field data. Maximum tidal currents during the spring tide and neap tide in the central channel of Chinhae Bay are strong as about 90 and 30cm/s respectively, and strong tidal residual currents take place. Maximum tidal currents during the spring tide and neap tide in the western and northern part of the bay are weak as below 30 and 10cm/s respectively, and also tidal residual currents are weak. Tidal residual currents rotating clockwise occur in the central part of the bay. Northward tidal residual currents in the northern part of Kajo-do are predominant, whereas southward ones in the southern part of Kajo-do are remarkable. The surface currents in the bay depend strongly on the wind and river flow, and it seems to be remarkable during the neap tide.

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