• 제목/요약/키워드: dimensionless

검색결과 1,069건 처리시간 0.023초

수리실험을 통한 요철형 인공어초 안정성 검토 (Hydraulic model test for corrugated artificial reef stability)

  • 백승화;신범식;김규한
    • 한국산학기술학회논문지
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    • 제15권8호
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    • pp.5327-5332
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    • 2014
  • 우리나라 연안생태계는 백화현상(갯녹음)에 의한 해조류의 감소와 어패류 등 어업자원의 감소로 인해 연안역의 황폐화에 직면해 있다. 새로운 유형의 인공어초에 대한 안정성을 평가하기 위해 본 연구에서는 2차원 단면수조를 이용하여 새롭게 개발된 인공어초의 설치수심에 따른 재현파고, 주기, 흐름 등 외력을 변화시켜 요철형 어초의 안정 조건이 되는 한계치를 구하고, 설계외력(파랑, 흐름 등)의 안정성에 대한 검토를 수행하였다. 본 연구 결과는 새로운 인공어초의 설계 및 실해역에 시공하기 위해 구조물의 안정성을 사전에 검토할 수 있는 있는 기초자료를 제공할 수 있을 것으로 판단된다.

감천유역에 대한 강우양상 발생 영향인자의 규명 및 해석 (Identification of Factors Affecting the Occurrence of Temporal Patterns of Rainfall in Gamcheon Watershed)

  • 안기홍;조완희;한건연
    • 한국방재학회 논문집
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    • 제9권2호
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    • pp.77-85
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    • 2009
  • 우리나라는 기후의 계절적 변화가 뚜렷하며 지역별 시간에 따른 강우발생의 특성이 다양하다. 이러한 계절적, 지역적 강우특성의 반영은 수공구조물의 설계 및 안정성 평가 시 매우 중요하다. 이때 설계 강우량의 선정을 위해 적절한 강우 지속시간, 강우량, 그리고 시간에 따른 강우양상을 결정해야 한다. 일반적으로 수공구조물의 설계 및 신뢰도 평가 시 설계강우에 대한 시간적 강우양상의 결정은 매우 중요하다. 본 연구에서는 강우사상을 분리하여 각 강우사상의 무차원화를 실시하였고 이를 4가지 양상으로 구분하여 감천유역의 시간에 따른 강우발생에 영향을 주는 인자를 규명하고자 하였다. 이 분석은 강우관측소의 지리학적 위치, 강우량, 강우 지속시간, 계절, 태풍 및 장마, 건 우기에 관련된 시간에 따른 강우양상의 발생빈도의 상관관계를 통한 분할표에 의한 군집분석을 통해 실시되었다. 본 연구를 통해 해당 지역에 대한 시간에 따른 강우양상 발생의 영향인자를 파악할 수 있으며 이는 결국 수공구조물의 설계 및 평가뿐 만 아니라 유역의 홍수대책수립 시 매우 중요한 사전자료로 활용될 수 있다.

Cam의 CAD/CAM (CAD/CAM system for Cam)

  • 김기대
    • Journal of Biosystems Engineering
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    • 제16권3호
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    • pp.228-238
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    • 1991
  • Cam plays very important roles due to continuous requirement for the high-speed and automation of the machinery. A large number of studies of cam curve were carried out by many researchers, and CNC milling and machining center for manufacturing cam have been widely used recently. The purpose of this study was to develop a CAD/CAM system for cam using QuickBasic language in 16-bit PC for application of cam design and manufacturing. Results obtained were as follows : 1. It was possible to input data by entering cam angle and its corresponding R, from 0 to 360 deg. of cam angle. The tediousness at entering data was minimized because of the same data format for both cylindrical cam and disc cam, and free format used for data file. 2. It was possible to design cam by choosing only the number of cam curve because of developing the CAD/CAM program with dimensionless method of cam curves including widely used 19 kinds. After selecting the number of the cam curve, the CAD/CAM system automatically shows the characteristics of cam motion enough to help a designer to decide : displacement, velocity, acceleration and jerk. 3. It was possible to execute, in an efficient way, both the cam profile synthesis and the generation of NC program for CNC machining center by using the input data. 4. This NC program generated by the CAD/CAM system developed here, was evaluated as positive in relation with actual manufacturing experiments and thought to be useful in its application without any modification. It can be said that this CAD/CAM system could be used by the beginners to design and manufacture the cam automatically as the system consists of very simple dialogue methods. In addition, self-developed QuickBasic would be would used as a basic tool for further stuides in this area of research, together with application.

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수제 설치에 의한 하도 안정성 평가 (Assessment of Channel Stability with Groynes)

  • 김기정;장창래;이경수
    • Ecology and Resilient Infrastructure
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    • 제6권4호
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    • pp.314-327
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    • 2019
  • 본 연구에서는 본 연구에서는 2차원 수치모형을 적용하여 수제설치에 의한 흐름특성을 분석하고, 하도의 안정성을 평가할 수 있는 평가방법을 개발하였다. 2차원 수치모형의 결과는 관측자료와 1차원 모형의 결과와 비교하여, 그 적용성을 검토하였다. 평가 지표는 대상구간의 수리 및 지형학적 특성을 고려하여 하폭 대 수심의 비, 사행도, 하상경사, 하안 부근에서 유속, Shields number 등 5가지 항목으로 구성하였다. 낙동강의 달성보~강정고령보 구간의 수제 설치 전·후에 대해 평가지표를 적용하여 하도 안정성을 평가하였다. 평가 항목 중에서 하폭 대 수심의 비, 사행도, 하상경사는 하도의 안정성에 영향을 크게 주지 않는 것으로 평가되었다. 양안 부근에서 유속과 유사의 이동 특성을 결정하는 무차원 소류력인 Shields Number는 수제에 의하여 영향을 받으며, 수제의 수가 증가할수록 평가 값은 감소하고, 하안의 안정성은 증가하였다.

Estimation for Primary Tunnel Lining Loads

  • 김학준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1998년도 터널.암반역학위원회 박사학위 논문집
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    • pp.153-204
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    • 1998
  • Prediction of lining loads due to tunnelling is one of the major issues to be addressed in the design of a tunnel. The objective of this study is to investigate rational and realistic design loads on tunnel linings. factors influencing the lining load are summarized and discussed. The instruments for measuring the lining loads are reviewed and discussed because field measurements are often necessary to verify the design methods. Tunnel construction in the City of Edmonton has been very active for storm and sanitary purposes. Since the early 1970's, the city has also been developing an underground Light Rail Transit system. The load measurements obtained from these tunnels are compared with the results from the existing design methods. However, none of the existing methods are totally satisfactory, Therefore, there is some room for improvement in the prediction of lining loads. The convergence-confinement method is reviewed and applied to a case history of a tunnel in Edmonton. The convergence curves are obtained from 2-D finite element analyses using three different material models and theoretical equations. The limitation of the convergence-confinement method is discussed by comparing these curves with the field measurements. Three-dimensional finite element analyses are performed to gain a better understanding of stress and displacement behaviour near the tunnel face. An improved design method is proposed based on the review of existing design methods and the performance of numerical analyses. A specific method or combination of two different methods is suggested for the estimation of lining loads for different conditions of tunnelling. A method to determine the stress reduction factor is described. Typical values of dimensionless load factors nD/H for tunnels in Edmonton are obtained from parametric analyses. Finally, the loads calculated using the proposed method are compared with field measurements collected from various tunnels in terms of soil types and construction methods to verify the method. The proposed method gives a reasonable approximation of the lining loads. The proposed method is recommended as an approximate guideline for the design of tunnels, but the results should be confirmed by field measurements due to the uncertainties of the ground and lining properties and the construction procedures, This is the reason that in-situ monitoring should be an integral part of the design procedure.

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Flap rudder를 이용한 조종성능 평가 (Evaluation of the maneuverability of a real ship with flap rudder)

  • 안장영;김광일;김민선;이창헌
    • 수산해양기술연구
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    • 제56권2호
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    • pp.172-182
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    • 2020
  • In order to offer specific information needed to assist in operation of a ship with same type rudder through evaluating the maneuverability of training ship A-Ra with flapped rudder, sea trials based full scale for turning test, zig-zag test with rudder angle 10° and 20°, and spiral test at service condition were carried out on starboard and port sides around Jeju Island according to the standards of maneuverability of IMO. As a result, the angular velocity of port turn was higher than that of starboard turn. Therefore, the size of turning circle was longer on the starboard side. In addition, variation of the transfer due to various factors was more stable than those of the others. In the Z-test results, the mean of 1st and 2nd overshoot angles were 9.8°, 6.3° and 15.3°, 9.2° respectively when the port and starboard was 10°; the 1st overshoot angle were 18°, 13.7° when using 20°. Her maneuverability index T' and K' can be easily determined by using a computer with the data obtained from Z-test where K' and T' are dimensionless constants representing turning ability and responsiveness to the helm, respectively. In the Z-test under flap rudder angle 10°, the obtained K' value covered the range of 2.37-2.87 and T' was 1.74-3.45. Under the flap rudder angle 20°, K' and T' value showed 1.43-1.63, 1.0-1.73, respectively. In the spiral test, the loop width was unstable at +0.3° and -0.5°-0.9° around the midship of flap rudder. As a result, course stability was comparatively good. From the sea trial results, training ship ARA met the present criterion in the standards of maneuverability of IMO.

수직단열판에 부착된 2개의 등온 사각비임에서의 자연대류 열전달에 관한 수치 해석 (A Numerical Study on the Natural Convection from Two Isothermal Square Beams Attached to an Vertical Adiabatic Plate)

  • 박재림;배대석;권순석
    • 태양에너지
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    • 제11권2호
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    • pp.63-69
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    • 1991
  • 장방형 발열체 주위에서의 열전달 현상을 고찰하기 위하여, 주위유체가 공기인 정상 층류상태에서 수직단열판에 한변의 길이가 L인 2개의 등온 사각비임이 부착된 경우 사각비임으로부터의 전열특성을 상 하 비임사이의 간격($0.5{\le}D/L{\le}3.0$)과 Grashof 수를 변수로하여 수치해석 하였다. D/L가 증가함에 따라 하부비임의 하향면과 상부비임의 측면을 제외한 나머지 비임표면의 국소 Nusselt 수는 증가하였으며 최대전체평균 Nusselt 수를 갖는 최적비임간격은 D/L=2.6에서 나타났다. 본 연구는 전자장비나 Computer 등에서 발생되는 열의 방열문제, 그리고 기판상의 Micro-chip 및 부품 등의 효율적인 배열에 관한 기초자료를 제시하는데 목적이 있다.

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양 벽면에 V/⋀형 리브가 있는 수축 채널의 열전달과 전 마찰계수 (Heat Transfer and Total Friction Factors in the Convergent Channels with V/⋀-shaped Ribs on Two Opposite Walls)

  • 이명성;허민성;정의재;박영준;유정현;임건우;안수환
    • 동력기계공학회지
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    • 제20권5호
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    • pp.66-71
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    • 2016
  • The measurements of heat transfer and total friction factors for turbulent flows in the convergent rectangular channels with two opposite in-line ribbed walls are reported. The study has covered three different angled ribs ($30^{\circ}$, $45^{\circ}$ and $60^{\circ}$) and Reynolds number in the range of 22,000 to 75,000. The channel, composing of ten isolated copper sections in the length of test section of 1 m, has the channel convergence ratio of $D_{ho}/D_{hi}=0.67$. The results show that the ribs pointing downstream (${\wedge}-shaped$) is somewhat greater than the ribs pointing upstream (V-shaped) in the dimensionless Nusselt number and total friction factors.

기계적 합금법으로 제조한 Mg3-xZnxSb2의 열전물성 (Thermoelectric Properties of Mg3-xZnxSb2 Fabricated by Mechanical Alloying)

  • 김인기;장경욱;김일호
    • 한국재료학회지
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    • 제23권2호
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    • pp.98-103
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    • 2013
  • $Mg_{3-x}Zn_xSb_2$ powders with x = 0-1.2 were fabricated by mechanical alloying in a planetary ball mill with a speed of 350 rpm for 24 hrs and then hot pressed under a pressure of 70 MPa at 773 K for 2 hrs. It was found that there were systematic shifts in the X-ray diffraction peaks of $Mg_3Sb_2$ (x = 0) toward a higher angle with increasing Zn for both the powder and the bulk sample and finally the phase of $Mg_{1.86}Zn_{1.14}Sb_2$ was formed at the Zn content of x = 1.2. The $Mg_{3-x}Zn_xSb_2$ compounds had nano-sized grains of 21-30 nm for the powder and 28-66 nm for the hot pressed specimens. The electrical conductivity of hot pressed $Mg_{3-x}Zn_xSb_2$ increased with increasing Zn content and temperature from 33 $Sm^{-1}$ for x = 0 to 13,026 $Sm^{-1}$ for x = 1.2 at 323 K. The samples for all the compositions from x = 0 to x = 1.2 had positive Seebeck coefficients, which decreased with increasing Zn content and temperature, which resulted from the increased charge carrier concentration. Most of the samples had relatively low thermal conductivities comparable to the high performance thermoelectric materials. The dimensionless figure of merit of $Mg_{3-x}Zn_xSb_2$ was directly proportional to the Zn content except for the compound with Zn = 1.2 at high temperature. The $Mg_{3-x}Zn_xSb_2$ compound with Zn = 0.8 had the largest value of ZT, 0.33 at 723 K.

수평전도관(水平傳導管)과 원통(圓筒)사이에 격판(隔板)을 가진 환상공간(環狀空間)에서의 자연대류(自然對流) (Natural Convection in the Annulus between a Horizontal Conducting Tube and a Cylinder with Spacers)

  • 이상훈;이범철;권순석
    • 태양에너지
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    • 제7권2호
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    • pp.86-97
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    • 1987
  • Natural convection in the annulus between a horizontal conducting tube and a cylinder with spacers has been studied by 2-dimensional numerical method with finite difference techniques. The effects of Rayleigh number, conductivities of conducting tube and spacer, and position of spacers were studied analytically. In case of vertical spacers, the maximum local Nusselt number appears at ${\theta}{\approx}50^{\circ}$ in a conducting tube and ${\theta}{\approx}30^{\circ}$ in an outer cylinder, The local Nusselt numbers show positive values on the lower spacer, but negative values on the surface of the upper spacer. In case of horizontal spacers, the flow over the spacer is more active than that of under the spacer as the Rayleigh number increases. The maximum local Nusselt appeares at ${\theta}=180^{\circ}$ in a conducting tube and at ${\theta}=0^{\circ}$ in an outer cylinder. The local Nusselt numbers show positive values on the upward surface, but negative values on the downward surface of spacer. As the dimensionless conductivity increases, the mean Nusselt number remarkably increases at $K_w/K_f<48$ and show almost even at $K_w/K_f{\ge}48$. The mean Nusselt number of a conducting tube with vertical spacers is 5.12 percent less and with horizontal spacers is 11.33 percent less than that of a conducting tube without spacer at $Ra=10^4$, Pr = 0.7 and $K_w/K_f=48$.

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