• Title/Summary/Keyword: 마찰저항감소

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The Evaluation for Pullout Performance of Steel Strip Reinforcements with Deformed-Bars as Transverse Members (지지부재로 이형철근을 설치하는 띠형 강보강재의 인발성능 평가)

  • Jung, Sung-Gyu;Kim, Juhyong;Cho, Samdeok;Lee, Kwangwu
    • Journal of the Korean Geosynthetics Society
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    • v.12 no.4
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    • pp.77-86
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    • 2013
  • Laboratory pullout tests were conducted to evaluate pullout performance of steel strip reinforcements with deformed steel bars as transverse members. The steel strip reinforcement has an installation hole to assemble a deformed steel bar. Jumunjin standard sand is used to form a relative density of ground model to 80%. Frictional resistance of steel strip reinforcement without transverse member increases sharply at the initial displacement and quickly decreases with displacement. Maximum frictional resistance increases linearly as normal pressure increasing, and soil-reinforcement interaction friction angle(${\rho}_{peak}$) of a steel strip reinforcement is estimated to $14.64^{\circ}$. Passive resistance increases with displacement and converge into maximum passive resistance in most cases. Maximum passive resistance increases linearly as normal pressure increasing irrespective of shape of the steel reinforcement. Pullout force of steel strip reinforcements with installation holes or transverse members largely increases about 4 to 7 times compared to frictional resistance force of steel strip reinforcements when embedment length($L_e$) of steel strip reinforcements is 500 mm. In the case of using 2 transverse members, interference effect is observed due to the spacing of 2 transverse members and location of assembly holes and transverse members.

Numerical analysis of turbulent flows in the helically coiled pipes of heat transfer (열교환기의 나선형 관내 난류유동 수치해석)

  • Kwag, Seung-Hyun
    • Journal of Advanced Marine Engineering and Technology
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    • v.37 no.8
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    • pp.905-910
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    • 2013
  • The flow analysis has been made by applying the turbulent models in the helically coiled tubes of heat transfer. The k-${\varepsilon}$ and Spalart-Allmaras turbulent models are used in which the structured grid is applied for the simulation. The velocity vector, the pressure contour, the change of residuals along the iteration number and the friction factors are simulated by solving the Navier-Stokes equations to make clear the Reynolds number effect. The helical tube increases the centrifugal forces by which the wall shear stress become larger on the outer side of the tube. The centrifugal force makes the heat transfer rate locally larger due to the increase of the flow energy, which finds out the close relationship between the pressure drop and friction factor in the internal flow. The present numerical results are compared with others, for example, in the value of friction factor for validation.

Study on the Improvement of Milling Recovery and Performance(II) -Experimental Study on Rice Whitening Mechanism- (도정수율(搗精收率)과 성능향상(性能向上)을 위(爲)한 연구(硏究)(II) -벼의 정백과정(精白過程)에 대(對)한 실험적(實驗的) 연구(硏究)-)

  • Park, Joon Gul;Chung, Chang Joo;Noh, Sang Ha
    • Journal of Biosystems Engineering
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    • v.7 no.1
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    • pp.62-72
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    • 1982
  • 이 연구(硏究)는 정백과세중(精白過稅中)에 발생(發生)하는 도정산물(搗精産物) 즉, 정백미(精白米), 미당(米糖), 쇠미등(碎米等)의 발생(發生)을 조사(調査)함으로써 현미(玄米)의 정백(精白)이 진행(進行)되는 과정(過程)을 밝히고자 함이다. 본(本) 실험(實驗)에서는 분풍마찰식(噴風摩擦式) 정미기(精米機)를 사용(使用)하였으며, 정미기(精米機)의 롤러 회전속도(回轉速度)를 850rpm으로 고정(固定)하고 출구저항(出口抵抗)은 3가지 수준(水準)으로 변화(變化)시켰다. 한편 이 실험(實驗)에 사용(使用)된 벼는 밀양 23호(號)로써 전형적인 통일계품종(品種)의 일종(一種)이다. 매순환(每循環)마다 생산(生産)되는 정백미(精白米) 및 부산물(副産物)로부터 sample를 채취(採取)하여 미당(米糖), 대소쇄미(大小碎米), 완전미(完全米) 및 도정수율(搗精收率)을 분석(分析)하였다. 실험결과(實驗結果)를 요약(要約)하면 다음과 같다. 1) 전체당층(全體糖層)의 75%가 2번째 순환이내(循環以內)에서 제거(除去)되었다. 당층제거율(糖層除去率)은 출구저항(出口抵抗)에 크게 영향(影響)을 받으며, 높은 출구저항(出口抵抗)에서 높은 당층제거율(糖層除去率)을 보였다. 2) 대쇄미(大碎米)의 발생(發生)은 대부분 정백과정(精白過程) 초기단계(初期段階)에서 이루어 졌으며, 완전미(完全米)로 부터의 새로운 쇄미발생(碎米發生)은 순환(循環)이 반복(反復)됨에 따라서 급격(急激)히 감소(減少)하였다. 출구저항(出口抵抗)과의 관계(關係)는 출구저항(出口抵抗)이 증가(增加)할수록 대쇄미(大碎米)의 발생(發生)도 증가(增加)하였다. 3) 미당집적기(米糖集積器)로부터 채취(採取)한 sample에서 측정(測定)한 소쇄미(小碎米)는 양적(量的)으로 다른 도정산물(搗精産物)에 비(比)해 적은 편이었다. 8%의 미당(米糖)이 제거(除去)된 후(後) 소쇄미(小碎米)는 현미중량(玄米重量)의 0.6% 이하(以下)로 나타났다. 4) 도정수율(搗精收率)과 완전미수율(完全未收率)은 어느 정도 출구저항(出口抵抗)의 영향(影響)을 받는 것으로 나타났다. 출구저항(出口抵抗)이 증가(增加)함에 따라서 특히 완전미수율(完全未收率)은 감소(減少)하는 경향(傾向)을 나타냈기 때문에 백미(白米)의 질적저하(質的低下)를 막기 위해 높은 출구저항(出口抵抗)(본(本) 실험결과(實驗結果)에 의(依)하면 85g/$cm^2$)을 사용(使用)하는 것은 부적당(不適當)한 것으로 사려(思慮)된다. 5) 백도계(百度計)의 측정치(測定値)와 미당제거정도(米糖除去程度)(정백도(精白度)) 사이에는 고도(高度)의 상관관계(相關關係)가 있었다. 그러므로 "KETT"제(製) 백도계(百度計)는 정백미(精白米)의 정백도(精白度)를 판명(判明)하는데 사리(使利)하게 사용(使用)될 수 있다.

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On the Suitable Shape of Bottom for the Application of Air Cavity on Hull Bottom to the Practical Hull Form (선저부 공기공동을 이용한 실선선형의 저항성능 개선을 위한 선저형상 개량연구)

  • Seok-Cheon Go;Hyo-Chul Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.36 no.3
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    • pp.1-7
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    • 1999
  • This paper describes the modification of hull bottom for the air lubrication technique to the passenger boat in service at the Chung-Ju lake, which has a large beam-draft ratio. From numerical analysis of 2-D cavity problem by potential theory, the cavity shape, length and the pressure in cavity are estimated for the simplified geometry of hull bottom, and the non-dimensional parameters affecting air cavity phenomena are investigated. Extensive resistance tests for the model ship which has variation of step height and side strip have been performed to investigate the formation of air cavity and the drag reduction effectiveness. And also, the development of attached cavity to the bottom were observed from the flat bottom made by transparent acrylic plate. From this survey on the modification of bottom shape and the air lubrication technique, the total resistance of model ship could be reduced by about 25% at the design speed compared to the proto type hull form.

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Effect of Polymer Additives on Drag Reduction for a Plate Type Heat Exchanger in OTEC Applications (고분자 첨가제에 의한 OTEC용 판형 열교환기의 마찰저항감소 효과 연구)

  • Kim, N.S.;Yoon, S.M.;Seo, T.B.;Kim, C.B.
    • Solar Energy
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    • v.19 no.2
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    • pp.37-44
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    • 1999
  • Experimental investigation has been carried out to determine drag reducing effects of polymer additives for a plate type heat exchanger(evaporator or condenser) in OTEC power plant applications, where the pressure drop in the heat exchangers takes up $70{\sim}80%$ of the total pumping power in the existing system. The rate of drag reduction was investigated with various polymer concentrations and mass flow rates. Experiments were undertaken for a test section in Alfa-Laval plate heat exchanger utilizing Poly Ethylene Oxide(Mw $5{\times}10^6$) as polymer additives. Concentrations of polymer additives were 5, 10, 20, 30, 40, 50, 100, 200, 400 wppm at $25^{\circ}C$ and mass flow rates were 0.6kg/s, 0.7kg/s, 0.8kg/s and 0.9kg/s in normal operating ranges for a 15kW Alfa-Laval plate heat exchanger. The maximum effects of drag reductions were found at approximately 0.7kg/s of mass flow rate. The results show that there exists the optimum mass flow rate for the plate heat exchanger to obtain maximum drag reductions. Drag reduction of 20% means considerable savings in pumping power for a large size of OTEC plant.

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Analysis and Estimation of Long Distance Dredged Soil Transport Technology (준설토 장거리 이송기술 분석 및 평가)

  • Kim, Eunsung;Jeong, Soon Yong;Kim, Yu Seung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.4
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    • pp.2891-2898
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    • 2015
  • The new developed long distance transport technology uses the effect of electro-magnetic energy. But it's difficult to estimate the new technology. We monitored the velocity profile and pressure drops in pipes and estimated the technology quantitatively from data analysis. Laboratory test and field test gave us that the effects of electro-magnetic energy changed the flow properties and increased the velocity, especially at the slip layer. When transporting the dredged soil, electro-magnetic field generation reduces the frictional resistances at the slip layer, increases the velocity of flow. Furthermore, it would be possible to transport the dredged materials up to 15km long with one pump station.

Study on the Evaluation of Frictional Drag Reduction by Air Lubrication and the Arrangement of Air Injection Parts for a Liquefied Natural Gas Carrier (공기윤활에 의한 액화천연가스운반선의 마찰저항저감 평가 및 공기 분사부 배치에 대한 연구)

  • Kim, Hee-Taek;Kim, Hyoung-Tae;Kim, Hyun-Joe;Kim, Jung-Joong
    • Journal of the Society of Naval Architects of Korea
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    • v.58 no.3
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    • pp.144-157
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    • 2021
  • Brake Horse Power (BHP) reduction ratios by air injection to the underside of the hull surface in an actual ship are predicted using an unstructured finite-volume CFD solver and compared with the sea trial results. In addition, air lubrication system installed on the existing vessel is investigated to find a good solution for additional drag reduction. As a results, it is found that the thickness of the air layer should be minimized within a stable range while securing the area covered by the air layer as much as possible. Furthermore, the amount of frictional drag reduced by air injection is found to be independent of surface roughness and still effective on rough surface. Based on the results of this study, it is expected that systematic and reliable air lubrication system can be designed and evaluated using the proposed method.

Visualization of Microbubbles Affecting Drag Reduction in Turbulent Boundary Layer (마찰저항 감소에 영향을 주는 난류 경계층 내 미세기포(microbubble)의 가시화 연구)

  • Paik, Bu-Geun;Yim, Geun-Tae;Kim, Kwang-Soo;Kim, Kyoung-Youl;Kim, Yoo-Chul
    • Journal of the Society of Naval Architects of Korea
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    • v.52 no.4
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    • pp.356-363
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    • 2015
  • Microbubbles moving in the turbulent boundary layer are visualized and investigated in the point of frictional drag reduction. The turbulent boundary layer is formed beneath the surface of the 2-D flat plate located in the tunnel test section. The microbubble generator produces mean bubble diameter of 30 – 50 μm. To capture the micro-bubbles passing through the tiny measurement area of 5.6 mm2 to 200 mm2, the shadowgraphy system is employed appropriately to illuminate bubbles. The velocity field of bubbles reveals that Reynolds stress is reduced in the boundary layer by microbubbles’ activity. To understand the contribution of microbubbles to the drag reduction rate more, much smaller field-of-view is required to visualize the bubble behaviors and to find the 2-D void fraction in the inner boundary layer.

2 Dimensional Flow Analysis according to the Submerged Body of Catamaran Leisure Ship (쌍동선형 레저선박의 몰수부 간격에 따른 2차원 유동해석)

  • Lee, Chang-Woo;Oh, Woo-Jun;Lee, Dong-Sup;Shan, Chang-Bae;Lee, Gyung-Woo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2009.10a
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    • pp.241-242
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    • 2009
  • There are marry ships and marine structures and also has marry differences on according to the shape and the interval of hulls to the purpose. the multi-submerged body needs appropriate distance between the hulls because of the optimum hull form. thus, through this paper, the flow characteristics behind the multi-submerged body according os the distance ration between the hulls and various angles of attack was conducted.

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Analytical study on resisting moment of concrete pole installed in sloped ground (콘크리트 전주의 경사지 저항 모멘트에 관한 해석 연구)

  • Shin, Dong-Geun;Lee, Seung-Ryun;Yi, Gyu-Sei;Yoon, Ki-Yong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.8 no.4
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    • pp.842-847
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    • 2007
  • In this study, for the purpose of estimating the resisting moment of sloped ground based on level ground fall down safety equation in design specification, compute it depends on penetration depth of concrete pile applying modulus of foundation about the angle of internal friction, cohesion, unit weight of soil, classes of the ground, sandy or clay soil, and verify established study using L-Pile Plus13.8. Also, select four cases that characteristics of soil depending on the soil grade is considered and compute the 12m length concrete pile's resisting moment of the ground those angle is changing from $0^{\circ}{\sim}35^{\circ},\;step\;5^{\circ}$. In the result, identify that the resisting moment of ground decreases depending on ground slope. Thus, increasing of penetration depth is required.

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