• 한국결정성장학회:학술대회논문집
• /
• 한국결정성장학회 1998년도 PROCEEDINGS OF THE 15TH KACG TECHNICAL MEETING-PACIFIC RIM 3 SATELLITE SYMPOSIUM SESSION 4, HOTEL HYUNDAI, KYONGJU, SEPTEMBER 20-23, 1998
• /
• pp.21-25
• /
• 1998

An experimental investigation on flow pattern was carried out in molten Woods metal using an incorporated magnet probe to determine the velocity field in a Woods metal model of Czochralski crystal growth system. The local velocities in Woods metal were obtained 3-dimensionally at numerous positions of large crucible by measuring the voltage induced in the melt. Since there have not been a lot of the model experiments on the velocity distributions in the large size of melt with low Prandtl number for Czochralski crystal growth system, the present paper aims to give useful guidelines for e analysis of fluid flow in Czochralski growth system.

• 동력기계공학회지
• /
• 제10권4호
• /
• pp.56-64
• /
• 2006

This paper shows the development process of a straight-type five-hole pressure probe for measuring three-dimensional flow velocity components. The data reduction method using a bi-cubic curve-fitting program in a new calibration map was introduced in this study. This new calibration map can be applied up to the application angle, ${\pm}55^{\circ}$ of a probe. As a result, for the application angle of ${\pm}45^{\circ}$, an error for yaw and pitch angles appeared from $-1.76^{\circ}\;to\;1.83^{\circ}$ and from $-1.91^{\circ}\;to\;1.75^{\circ}$, respectively. Moreover, an error for a vector magnitude and a static pressure compared with a dynamic one showed from -7.83% to 4.87% and from -0.73 to 0.77, respectively. Even though this data reduction method showed unsatisfactory errors in a vector magnitude, it resulted in an easy and simple application method. Especially, when it was applied to an actual flow field including a swirling flow, a good result came out on the whole. However, in order to obtain a better result, it is thought that a more sophisticated interpolation method needs to be introduced.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회 3차
• /
• pp.24-30
• /
• 2010

The void ratio and elastic moduli are design parameters used in geotechnical engineering to understand soil behavior. Elastic and electromagnetic waves have been used to evaluate the various soil characteristics due to high resolution. The objective of this study is to evaluate the void ratio and elastic moduli based on elastic wave velocities and electrical resistivity. The Field Velocity Resistivity Probe (FVRP) is developed to obtain the elastic and electromagnetic wave profiles of soil during penetration. The Piezoelectric Disk Elements (PDE) and Bender Elements (BE) are used as transducers for measuring the elastic wave velocities such as compressional and shear wave velocities. The Electrical Resistivity Probe (ERP) is also installed for capturing the electrical resistivity profile. The application test is carried out on the southern coast of the Korean peninsula. The field tests are performed at a depth of 6~20 m, at 10 cm intervals for measuring elastic wave velocities and at 0.5cm intervals for measuring electrical resistivity. The elastic moduli such as constraint and shear moduli are calculated by using measured elastic wave velocities. The void ratios are also evaluated based on the elastic wave velocities and the electrical resistivity. Furthermore, the converted void ratios by using FVRP are compared with the volumetric void ratio obtained by a standard consolidation test. The comparison shows that the void ratios based on the FVPR match the volume based void ratio well. This study suggests that the FVRP may be a useful device to effectively determine the elastic moduli and void ratio in the field.

• 동력기계공학회지
• /
• 제10권4호
• /
• pp.17-24
• /
• 2006

The turbulent flow field characteristics of a gun-type gas burner with and without a duct were investigated under the isothermal condition of non-combustion. Vectors and mean velocities were measured by hot-wire anemometer system with an X-type hot-wire probe in this paper. The turbulent flow field with a duct seems to cause a counter-clockwise recirculation flow from downstream to upstream due to the unbalance of static pressure between a main jet flow and a duct wall. Moreover, the recirculation flow seems to expand the main jet flow to the radial and to shorten it to the axial. Therefore, the turbulent flow field with a duct increases a radial momentum but decreases a axial momentum. As a result, an axial mean velocity component with a duct above the downstream range of about X/R=1.5 forms a smaller magnitude than that without a duct in the inner part of a burner, but it shows the opposite trend in the outer part.

• 한국통신학회논문지
• /
• 제18권4호
• /
• pp.490-498
• /
• 1993

연속 영상으로부터 속도를 측정하는 많은 방법들은 영상에서 밝기 함수의 시간 경사와 공간 경사사이의 관계를 이용한다. 대부분의 경우에 있어서 이 관계만으로는 관측화소의 속도를 유일하게 결정할 수 없기 때문에 추가적인 제한이 필요하다. Horn과 Schunck는 영상에서 속도장은 smooth하게 변해야 한다는 제한을 제안하였다. 그러나 이 제한을 사용하며 운동 경계 부분에서 속도장이 흐려진다는 단점이 나타난다. 이와 같은 단점을 보완하기 위하여 Nagel은 영상의 밝기 함수가 적게 변하는 방향으로만 속도의 변화를 제한하는 방향성 smoothness 제한을 사용하였다. 한편 Paquin과 Dubois는 다른 형태의 제한, 즉 영상의 작은 영역내에서의 속도는 같다는 제한을 제안하였다. 그러나 이제한 역시 속도장의 큰 변화가 존재하는 운동 경계 부분에서는 적합하지 못하다. 우리는 영상에서 밝기 함수의 불연속에 관한 정보를 이용함으로써 위의 문제를 해결하기 위한 방법을 제안하고, 새로운 방법에 대한 실험 결과를 나타낸다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.605-612
• /
• 2008

The shear wave velocity ($V_s$) has been commonly used to evaluate the dynamic properties of soil. The field $V_s$ probe (FVP) was already developed to assess the shear stiffness of a soft clay. The objective of this study is to investigate the disturbance effects of the FVP due to the penetration. The laboratory tests are conducted in a large-scale consolidometer (calibration chamber). The reconstituted clay is mixed at the water content of 110% using a slurry mixer. The FVP and down-hole test are carried out every 1cm interval to compare the data. In addition, two square rods with transducers are also implemented to get the reference value. The shear waves evaluated by the FVP, dow-hole tests, and reference rods are closely matched. This study suggests that the disturbance effect of the FVP due to the penetration into the soft clay soils is small enough and the $V_s$ evaluated by the FVP reflects well the in-situ characteristics. Furthermore, the combination of the FVP and down-hole test shows the possibility of hybrid equipment.

• Journal of Advanced Marine Engineering and Technology
• /
• 제25권5호
• /
• pp.1076-1085
• /
• 2001

Experimental investigations of the longitudinal vortices, which are produced by wing type vortex generators set up behind a circular cylinder in a rectangular channel, are presented. When the circular cylinder is set up in the rectangular channel, a horseshoe vortex is formed just upsteam of the circular cylinder. It generates a turbulent wake region behind the circular cylinder. Therefore, the region of the pressure loss behind the circular cylinder in increased and the size of the wake is small. These problems can be achieved by longitudinal vortices which are generated by wing-type vortex generator. In order to control the strength of longitudinal vortices, the angle of attack of the vortex generators is varied from 20 degree to 45, but the spacing between the vortex generators is fixed 6cm. The 3-dimensional mean velocity measurements are made using a five-hole probe. The vorticity field and streamwise velocity contour are obtained from the velocity field. The following results are obtained. Circulation strength is the maximum value when the angle of attack($\beta$) is $30^{\circ}$, and the vorticity field and streamwise velocity contour in case of $\beta$=$20^{\circ}$ show the trend similar to these in case of $\beta$=$30^{\circ}$, but do not in case of $\beta$=$45^{\circ}$.

• 대한토목학회논문집
• /
• 제28권6C호
• /
• pp.339-347
• /
• 2008

현장 관입 실험은 프로브 관입에 따라 주변 지반을 의도적으로 파괴시켜 지반특성을 파악할 수 있다. 본 논문의 목적은 현장 점토지반에 서로 다른 크기의 프로브 관입으로 인한 간극 수압 소산 특성을 이용하여 파괴에 따른 교란 효과를 분석하는 것이다. 현장 실험을 수행하기 위해 콘관입 시험(CPT), 딜라토미터 시험(DMT) 그리고 현장 속도 프로브 장비(FVP: Field Velocity Probe)가 사용되었다. 샌드 매트(sand mat), PBD 그리고 사석을 이용한 지반 개량 중인 부산 북컨테이너 현장에서 실험이 진행 되었으며, 샌드 매트(sand mat)공법 이후 실내 실험을 수행하기 위해 시료가 채취 되었다. 실내에서는 물성치 실험 및 압밀 실험을 수행하여 지반 특성과 수평압밀계수 값을 도출하였다. 현장 실험은 지반 개량 후 압밀도 90% 시점에서 사석 제거 후 케이싱을 통해 CPT, DMT 그리고 FVP 순서대로 실험이 수행 되었다. 관입에 따른 영향 범위를 최소화 시키기 위해 각각의 실험은 3m 간격을 유지 하였으며, 매 심도 24m에서 관입을 멈추고 시간에 따른 간극 수압 변화 양상을 측정하였다. 실내 압밀 실험을 통해 수평 압밀 계수$(C_h)$를 산정하였으며, 현장 실험을 통해 각 프로브에 따른 $t_{50}$ 값을 계산 하였다. $t_{50}$값을 이용하여 산정된 등가 유효 반경은 FVP가 가장 작게 그리고 DMT가 가장 크게 산정되었다.

• 유체기계공업학회:학술대회논문집
• /
• 유체기계공업학회 2000년도 유체기계 연구개발 발표회 논문집
• /
• pp.36-44
• /
• 2000

The flow at the impeller exit is important to validate engineering design and numerical analysis of pumps. We installed axisymmetric collector instead of the volute casing, so there is no interaction between the impeller and casing. A hot-film probe and a high response pressure transducer are used to investigate the flow at impeller exit and vaneless diffuser region for design and off design flow rate. For a single suction centrifugal pump of low specific speed, the flow field such as velocity, flow angle, and total pressure are measured by traversing the probe across the vaneless diffuser. These data can be used for performance prediction, design, and numerical analysis of pumps.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
• /
• pp.1365-1371
• /
• 2009

A new s-wave probe, called "MudFork", has been recently developed and is used in accurate measurements of shear wave velocities of soft soils. In previous researches, some instrumental defects of the probe have been reported. Bending deformation of probe is caused by small section modulus of blades, and open-ended bender elements are vulnerable to damage during penetration. Herein, we improved the MudFork to solve these problems. Field tests at Sinan, Jeollanamdo using the improved MudFork were conducted. Results from MPT are compared with the results from CPT.