• 제목/요약/키워드: bottom drag coefficient.

검색결과 16건 처리시간 0.017초

저층트롤의 발줄 및 저질의 종류에 따른 저항특성 (Drag Characteristics According to Ground Rope and Seabeds in the Bottom Trawl)

  • 신정욱;이주희;권병국
    • 수산해양기술연구
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    • 제38권1호
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    • pp.58-68
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    • 2002
  • 본 연구에서는 동해구트롤선(750ps)을 대상으로 현용어구에 대한 모형망을 제작하여 발줄과 저질의 종류에 따른 어구의 저항특성을 구하고자하여, 수중무게 5.4g인 체인형, 와이어형, 기본형의 발줄 3종류의 발줄에 대하여 실제 예망속도인 2.0~2.5knots의 범위에 해당되는 실험예망속도 0.4m/s일 때의 저항을 실험.분석하였으며, 나아가 체인형 발줄에 대해서는 발줄무게에 따른 저항의 변화를, 와이어형 발줄에 대해서는 발줄의 굵기에 따른 저항의 변화를 실험 .분석하였다. 한편, 예망속도에 따른 발줄의 종류별 저항특성을 구하고자 수중무게가 5.4g인 체인형, 와이어형, 기본형의 3종류의 발줄에 대하여 예망속도를 0.1m/s 0.2m/s 0.3m/s 0.4m/s 변화시키면서 저항을 측정하고, 어구에 대한 발줄 저항비 및 저항계수를 각각 구하였다. 그 결과를 요약하면 다음과 같다. 1. 어구저항은 저질이 모래와 펄 모두에서 체인형이 가장 크고, 기본형, 와이어형 순으로 작게 나타났다. 2. 저질의 종류에 따른 저항은 모래에서는 체인형이 가장 크고, 와이어형, 기본형 발줄의 순으로 작았으며, 필에서는 체인형이 가장 크고, 기본형, 와이어형순으로 작게 나타났다. 3. 발줄의 무게에 따른 저항은 거의 직선형으로 증가하고 있으며 저질이 펄인 경우, 체인형 발줄의 무게가 5.4g 10g 20g 일 때 저항은 각각 36g 45g 65g으로 줄의 무게가 20g일 때가 10g일 때 보다 약 44% 더 컸으며, 모래의 경우에는 각각 38g 51g 74g으로 발줄의 무게가 20g일 때가 109일 때보다 약 45%로 컸다. 4.발줄의 굵기에 따른 저항은 예망 속도가 0.4m/s에서 와이어형의 굵기가 ø 65mm 기준으로 2, 3, 4, 5배로 증가함에 따라 저항은 23g, 25g, 32g, 42g으로 각각 증가하였다. 5. 예망속도의 증가에 따른 발줄의 종류별 저항은 직선에 가까운 지수 함수적으로 증가하였고, 저질이 펄인 경우, 체인형이 가장 크며 다음으로 기본형, 와이어형 순으로 작게 나타났다. 6. 어구저항에 대한 발줄 저항의 비는 필에서 체 인형이 가장 크고, 기본형, 와이어형 순으로 나타났으며, 모래에서는 체인형이 가장 높았고, 와이어형, 기본형의 순으로 작게 나타났다. 7. 저항계수는 펄에서는 체인형 발줄이 약 10.0~55.7, 와이어형은 약 3.0~l6.0, 기본형은 약 1.5~8.5이며, 모래에서는 체인형 발줄이 약 10.0~60.0, 와이어형은 약 3.0~l4.0, 기본형은 약 1.2~6.0이었다. 그리고, 전체적으로 절과 모래 모두에서 저항계수가 체인형이 다른 두 종류의 발줄에 비해 상대적으로 가장 크고, 와이어형, 기본형의 순으로 작게 나타났다.

Simulation of Sea Water Response in Deukryang Bay to Typhoon Using the Princeton Ocean Model

  • Hong, Chul-Hoon
    • Journal of the korean society of oceanography
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    • 제33권3호
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    • pp.53-63
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    • 1998
  • The Princeton ocean model (POM) with free surface in sigma-coordinate, governed by primitive equations, is used to examine the response of sea water in Deukryang Bay to a typhoon. The model reproduces reasonably well the main features in the wind-driven dynamics due to passing of a typhoon. In response to the wind, the coastal jet develops and the upwelling(or downwelling) occurs dominantly in both sides of the bay. This result implies that there should be an overturn in the bay water with the passing of typhoons. Numerical results of POM are also compared to those of a depth-averaged model. From the comparison, it is postulated that the bottom drag coefficient conventionally used for the two-dimensional flow models is inadequate due to overestimation of the computed current field.

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錦江 河口의 海水循環力學 弟2報 流體力學的 諸特性 (Circulation Dynamics of Keum River Estuary II. Fluid Dynamic Characteristics)

  • 정종율;방인권
    • 한국해양학회지
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    • 제19권2호
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    • pp.141-152
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    • 1984
  • 금강 하구의 6개 정점에서 대.소조기때 순간물리장 측정기법으로 25시 동시 관측된 300개의 유속장을 분석하여 흐름에 대한 유체역학적 제특성을 규명했다. 본 연구결과, 마찰속도, 저면마찰응력, 저면마찰계수 및 거칠기 높이 등이 크기의 차수 이상의 범위로 변하며 분산됨이 밝혀졌다. 저면마찰계수는 6.78$\times$$10^{-5}$ ~1.15$\times$$10^{-1}$의 변화폭을 나타내고 전 관측치의 평균은 1.6$\times$$10^{-2}$ 이다. 마찰속도와 저면마찰계수 사이에도 분산이 나타나고 있다. 두 조석 주기에 대해 평균을 취한 값에서는 U* 1cm/s이면 $C_{100}$은 그 값을 예측하기 어렵게 변하지만, U* 1cm/s이면 $C_{100}$은 U*의 비례하여 증가됨이 밝혀졌다. 또한 Re$_{100}$ 3.6$\times$$10^{5}$구간에서는 $C_{100}$은 예측 불가이지만 Re$_{100}$ 3.6$\times$$10^{5}$구간에서는 1.4$\times$$10^{-2}$를 나타냈다. 본 연구에서 밝혀진 유체역학적 제특성에 근거하여 금강 하구의 흐름을 규정한다면 이는 완전 난류 상태의 상류임이 밝혀졌다.혀졌다.

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OMACON형 LM-MHD 시스템에서의 에너지전환특성 시뮬레이션 (Simulation of Energy Conversion Characteristics of OMACON LM-MHD Systems)

  • 김창녕
    • 한국시뮬레이션학회논문지
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    • 제6권2호
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    • pp.1-14
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    • 1997
  • The characteristics of the flow and energy conversion in OMACON liquid-metal MHD system are investigated. Numerical simulation of two-phase flow in the OMACON system without magnetic field was carried out by the Phoenics code and the energy conversion characteristics are studied in association with the fact that the mechanical energy loss at the nozzle of the OMACON system are to be converted into electrical energy. In this system, working fluid (gas) is injected through the mixer located at the bottom of the riser, and is mixed with hot liquid metal. Therefore in the riser two-phase flow is developed under the influence of the gravity. In this study, the interaction between the gas and liquid is considered by the use of IPSA(InterPhase Slip Algorithm) where standard drag coefficient has been used. It has been assumed that in the flow regime the liquid is continuous and the gas is dispersed. For the liquid and gas, the continuity equations, momentum equations and energy equations are solved respectively in association with void fraction in the flow field. In order to calculate the energy conversion efficiency, firstly the ratio of the mechanical energy loss of liquid metal flow at the nozzle to the input thermal energy is considered. Secondly flow pattern of liquid metal in the generator has been analyzed, and the characteristics of the conversion of the mechanical energy into the electrical energy has been investigated. For an representative case where Hartmann number is 540 and magnetic field is 0.35 T, the present analysis shows that the energy conversion efficiency is 0.653. This result is considered to be reasonable in comparison with published experimental results.

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Couette-Poiseuille flow based non-linear flow over a square cylinder near plane wall

  • Bhatt, Rajesh;Maiti, Dilip K.;Alam, Md. Mahbub;Rehman, S.
    • Wind and Structures
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    • 제26권5호
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    • pp.331-341
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    • 2018
  • A numerical study on the flow over a square cylinder in the vicinity of a wall is conducted for different Couette-Poiseuille-based non-uniform flow with the non-dimensional pressure gradient P varying from 0 to 5. The non-dimensional gap ratio L (=$H^{\ast}/a^{\ast}$) is changed from 0.1 to 2, where $H^{\ast}$ is gap height between the cylinder and wall, and $a^{\ast}$ is the cylinder width. The governing equations are solved numerically through finite volume method based on SIMPLE algorithm on a staggered grid system. Both P and L have a substantial influence on the flow structure, time-mean drag coefficient ${\bar{C}}_D$, fluctuating (rms) lift coefficient ($C_L{^{\prime}}$), and Strouhal number St. The changes in P and L leads to four distinct flow regimes (I, II, III and IV). Following the flow structure change, the ${\bar{C}}_D$, $C_L{^{\prime}}$, and St all vary greatly with the change in L and/or P. The ${\bar{C}}_D$ and $C_L{^{\prime}}$ both grow with increasing P and/or L. The St increases with P for a given L, being less sensitive to L for a smaller P (< 2) and more sensitive to L for a larger P (> 2). A strong relationship is observed between the flow regimes and the values of ${\bar{C}}_D$, $C_L{^{\prime}}$ and St. An increase in P affects the pressure distribution more on the top surface than on bottom surface while an increase in L does the opposite.

부이 형상에 따른 부이줄 장력의 차이 (Difference of tension on mooring line by buoy type)

  • 이건호;김인옥;차봉진;정성재
    • 수산해양기술연구
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    • 제50권3호
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    • pp.233-243
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    • 2014
  • The difference of mooring tension by type of buoy was investigated in the circulating water channel and the wave tank for deducting the most stable buoy from the current and the wave condition. 5 types of buoy made up of short cylinder laid vertically (CL-V), short cylinder laid horizontally (CL-H), capsule (CS), sphere (SP) and long cylinder (CL-L) were used for experiments. A mooring line and a weight were connected with each buoy. A tensile gauge was installed between a mooring line and a weight. All buoy's mooring tension was measured at the same time for the wave test with periods of 1.5~3.0 sec and wave heights of 0.1~0.3 m, and the current test with flow speeds of 0.2~1.0 m/sec. As a result, the order of tension value in the wave test was CL-H > CL-V > SP > CS > CL-L. In the current test CL-V and CL-H were recorded in the largest tension value, whereas SP has the smallest tension value. So it seems that SP buoy is the most effective in the location affected by fast current. CS is predicted to be suitable for a location that influence of wave is important more than that of current if practical use in the field is considered. And it was found that the difference of mooring tension among buoys in wave is related to the product of the cross sectional area and the drag coefficient for the buoy's bottom side in high wave height. The factor for the current condition was not found. But it was supposed to be related to complex factors like a dimension and a shape by buoy's posture to flow.