• Title/Summary/Keyword: 쐐기각

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Analysis of Saline Wedge Using 3D Numerical Model (3차원 수치모형을 이용한 정상염수쐐기현상 해석)

  • Lee, Kyung-Su;Kwak, Sung-Hyun;Lyu, Si-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.571-575
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    • 2012
  • 하구역에서의 대표적인 수리특성인 염수쐐기현상에 대한 정확한 이해는 하구역 수질 및 환경관리 측면에서 필수적인 사항이다. 본 연구에서는 정상염수쐐기 경계층 거동에 대한 실험적 연구결과와 3차원 전산유체역학 프로그램인 FLOW-3D를 이용한 수치모의 결과를 비교해봄으로써 염수쐐기현상에 대한 3차원 수치모형의 적용성을 살펴보았다. FLOW-3D를 이용하여 실험장치의 수로구간을 구성하고 경계조건으로 염수의 수위와 담수의 유량을 입력하였으며 밀도차를 두어 이층류가 발생하도록 모의하였다. 모의결과를 통해 시간평균농도와 표준편차를 무차원화하여 단면별 연직분포를 알아보고 각 단면을 중첩하여 경계층의 거동을 살펴보았으며 염수쐐기길이와 염수심을 무차원화하여 밀도프루드수의 변화에 따른 염수쐐기형상을 살펴보았다. 그리고 각 결과를 기 수행된 실험결과와 비교해 보았다.

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Dose Distribution and Design of Dynamic Wedge Filter for 3D Conformal Radiotherapy (방사선 입체조형치료를 위한 동적쐐기여과판의 고안과 조직내 선량분포 특성)

  • 추성실
    • Progress in Medical Physics
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    • v.9 no.2
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    • pp.77-88
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    • 1998
  • Wedge shaped isodoses are desired in a number of clinical situations. Hard wedge filters have provided nominal angled isodoses with dosimetric consequences of beam hardening, increased peripheral dosing, nonidealized gradients at deep depths along with the practical consequendes of filter handling and placement problems. Dynamic wedging uses a combination of a moving collimator and changing monitor dose to achieve angled isodoses. The segmented treatment tables(STT) that monitor unit setting by every distance of moving collimator, was induced by numerical formular. The characteristics of dynamic wedge by STT compared with real dosimetry. Methods and Materials : The accelerator CLINAC 2100C/D at Yonsei Cancer Center has two photon energies (6MV and 10MV), currently with dynamic wedge angles of 15$^{\circ}$, 30$^{\circ}$, 45$^{\circ}$ and 60$^{\circ}$. The segmented treatment tables(STT) that drive the collimator in concert with a changing monitor unit are unique for field sizes ranging from 4.0cm to 20.0cm in 0.5cm steps. Transmission wedge factors were measured for each STT with an standard ion chamber. Isodose profiles, isodose curves, percentage depth dose for dynamic wedge filters were measured with film dosimetry. Dynamic wedge angle by STT was well coincident with film dosimetry. Percent depth doses were found to be closer to open field but more shallow than hard wedge filter. The wedge transmission factor were decreased by increased the wedge angle and more higher than hard wedge filters. Dynamic wedging probided more consistent gradients across the field compared with hard wedge filters. Dynamic wedging has practical and dosimetric advantages over hard filters for rapid setup and keeping from table collisions. Dynamic wedge filters are positive replacement for hard filters and introduction of dynamic conformal radiotherapy and intensity modulation radiotherapy in a future.

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A Study on the Variation of Transmission Factors, Output Factors and Percent Depth Doses by Wedge Filters for 4~10 MV X-Ray Beams (4~10 MV X-선의 쐐기 (wedge) 필터의 투과율과 출력계수, 선축상 선량분포의 변화에 관한 연구)

  • 강위생
    • Progress in Medical Physics
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    • v.8 no.2
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    • pp.3-17
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    • 1997
  • Because a wedged beam consists of attenuated primary photons and scattered radiations from wedge, the spectrum of the wedged beam does not coincide with that of an open beam with same geometry. The aims of current report are to get exact information about whether effects of 15-60$^{\circ}$ wedge for 4 -10 MV photon beams should be considered for dose calculation or not, and to suggest a reference condition for measurement of wedge transmission factor. Percent depth dose of both open and wedged fields with angles of 15, 30, 45, 60$^{\circ}$ for beams of 4 MV(Clinac 4/100, Varian), two 6 MV(Clinac 6/100 and Clinac 2100C, Varian), 10 MV(Clinac 2100C, Varian) X-rays were measured to 30cm deep in water using ionization chambers. Hardening factors of photon beams were calculated with measured PDDs. Both field size factors and transmission factors of wedge filters were measured at d$_{max}$ in water. Beam hardening factors of wedged fields of 4 and 6 MV X-ray were larger than 1 for all wedge angles, field sizes and depths deeper than d$_{max}$ Beam hardening factors for wedge angles 15, 30, 45, 60$^{\circ}$ for 10$\times$10cm were respectively 1.010, 1.014, 1.023 and 1.034 for 4MV X-ray, 1.005, 1.008, 1.019, and 1.024 for 6MV X-ray of Clinac 6/100, 1.011, 1.021, 1.032, 1.036 for 6MV X-ray of Clinac 2100C, and 1.008, 1.012, 1.012 and 1.012 for 10MV X-ray. Beam hardening factors of 10MV X-ray were 1 within 1.2% difference for all wedge angles, depths and field sizes. It was made clear that for 6MV X-rays, the beam hardening factor depends on treatment machine. The relationship of the factor and depth was linear. Field size factor at d$_{max}$ was independent of wedge angle except for the field of 15$\times$15cm. and maximum difference of the field size factors for the field size was 1.4% for 4MV X-ray. When the wedge factor is determined, dependence of the factor on field size is negligible at d$_{max}$ but should be considered at deeper depth. Calculating dose distribution or MU, the beam hardening factor should be applied for 4~6MV X-ray beams, but might not be considered for 10MV beam. When wedge transmission factor was determined at d$_{max}$ or in air, field size factors for open field are also applicable to wedged fields, but otherwise, field size factor for each wedge or wedge factor depending on field size should be applied.

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Comparison of Wedge Factors of Dynamic Wedge and Physical Wedge (기능상쐐기와 물질쐐기의 쐐기인수의 비교)

  • Kim Jae Sung;Kang Wee-Saing
    • Progress in Medical Physics
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    • v.15 no.4
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    • pp.237-246
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    • 2004
  • Even though the wedge factor was defined by ICRU, RTPS uses other definition different from the wedge factor to consider the wedge effect to correct dose. Because the factors with different concept are defined in a very different way, replacement of different factor could make severe error of dose and is unacceptable because their values are very different from each other. Radiotherapy machine installed in department includes physical wedges and function of dynamic wedge by upper jaws, and Eclipse and Pinnacle$^{3}$ such as RTPS are used. The wedge factors, relative wedge output factors and wedge field output factors of physical wedges and dynamic wedges were measured by an ionization chamber in water phantom. They are analyzed and compared in according to wedge position, field size, wedge angle, X-ray quality, measurement condition. Wedge factor, relative wedge output factors and wedge field output factors of dynamic wedges comparing physical wedges have an effect of several factors. Main factors effecting to the factors of dynamic wedges were field size and wedge angle. Beam quality of X-ray introduces a few effect to the factors. Because the factors related to wedge and defined with different concepts are different from each other, to reduce dose error it should be input by values proper to RTPS.

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The Effect of the Resistance of Wedge Frame on the Clamping Force of the Rail Clamp (쐐기프레임의 저항력이 레일클램프의 압착력에 미치는 영향)

  • Han Dong-Seop;Shim Jae-Joon;Lee Kwon-Hee;Han Geun-Jo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2006.06b
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    • pp.355-360
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    • 2006
  • The damping force of a jaw pad is determined by the displacements of main part when two lockers are locked, after the damping angle of a locker was set up in the wedge type rail damp for a container crane. In this time, of the resistance of wedge frame generates due to several factors, the damping angle of a locker to display the initial clamping force will be changed because of the reduction of displacement of extension bar. This resistance is determined by the eccentric distance between the roller and the wedge, and by the gap between the wedge frame and outer frame. In this study we measured the tensile force of both extension bar through the performance test of the prototype rail damp in order to evaluate the effect of the resistance of wedge frame on the damping force of the wedge type rail clamp.

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Study on the Wedge Angle of Wedge Type Rail Clamp for Container Crane (컨테이너 크레인용 쐐기형 레일 클램프의 쐐기각에 대한연구)

  • Han, Geun-Jo;Lee, Ho;Sim, Jae-Jun;Han, Dong-Sub;An, Chan-Woo;Jeon, Young-Hwan
    • Journal of the Korean Society for Precision Engineering
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    • v.21 no.9
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    • pp.119-126
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    • 2004
  • In this paper, we design a wedge type rail clamp which can protect container crane from a sudden strong blast with constant clamping force regardless of the operating period. When we design wedge type rail clamp, it is important to determine the angle of wedge and analyze a contact condition of roller and wedge so that we might develop a wedge type rail clamp for parking devices of port cargo working system with variable capacity. Therefore, this paper suggests a process to decide wedge angles within feasible range which could be obtained using load analysis and FEA of wedge type rail clamp

Aerodynamic Characteristics of Supersonic Jets Impinging on $60^{\cire}$ Wedge (꼭지각이 $60^{\cire}$인 쐐기에 충돌하는 초음속 제트의 공기역학적 특성)

  • 박종호;이택상;김윤곤
    • Journal of the Korean Society of Propulsion Engineers
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    • v.8 no.1
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    • pp.8-15
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    • 2004
  • Supersonic jets impinging on $60^{\cire}$ wedge were investigated to obtain fundamental design data for jet deflector It was of interest to study flow phenomena such as shock interaction and separation induced by shear layer. Experiments using supersonic cold flow system were conducted for Schlieren flow visualization and measurement of surface pressure. Numerical results were compared with the experimental results. The major parameters are underexpansion ratio, distance from nozzle to apex and design Mach number. Flow conditions were obtained for the wedge shock to attach on or detach from the wedge. The dominant feature of flow-field is shock pattern induced by the Interaction between the wedge shock and the barrel shock.

The Form of Saltwater Wedge and Structural Characteristics of Interfacial Layer (염수쐐기의 형상과 경계층의 구조적 특성)

  • Shin, Hyun-Ho;Lyu, Si-Wan;Kim, Young-Do;Seo, Il-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1838-1842
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    • 2008
  • 본 연구에서는 하구 유입 하천에서 발생하는 염수쐐기의 형상 및 거동특성을 구명하기 위하여 정상상태 염수쐐기 실험을 수행하였다. 길이에 비해 상대적으로 폭이 좁은 개수로의 상류부분에는 담수를 지속적으로 공급할 수 있는 담수공급장치를 설치하였고, 정상상태의 염수쐐기를 발생시키기 위하여 염수수조 측면에 지속적으로 염수를 공급할 수 있는 염수공급수조를 설치하였다. 실험조건은 담수 방류량과 이층류의 밀도차의 영향을 고려한 밀도프루드수(densimetric Froude number)를 기준으로 선정하였다. 실험결과 각 케이스별 염수쐐기의 형상은 중앙부에서 약간의 산포된 양상을 제외하고는 거의 선형을 이루는 것으로 관찰되었다. 경계층의 형상과 두께는 이층류의 농도장을 측정하고 밀도변동성분을 고려한 표준편차를 통하여 산정하였다. 그리고 염수쐐기의 선단부에 해당하는 리차드슨수와 경계층 두께와의 비교 등을 통해서 경계층의 양상을 파악하였다.

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Relationship between the Initial Clamping Force and the Proper Position of Supporter in the Wedge Type Rail Clamp (쐐기형 레일클램프에서 초기압착력과 지지대의 적정위치사이의 관계)

  • Han, Dong-Seop;Lee, Seong-Wook;Han, Geun-Jo;Lee, Kwon-Soon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • v.1
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    • pp.357-362
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    • 2006
  • The wedge type rail clamp compresses with small clamping force at first, and with large clamping force when the wind speed increases because of the wedge working. At this time in order to display the wedge working, the rail clamp slips along a rail. If the supporter is not installed in the rail clamp when the wind speed increases more and more, the structure will occur overload which leads the structure to fracture. So the supporter has to be installed in the rail clamp. The proper position of this supporter is determined by the initial clamping force and the wege angle. Therefore in this study we adopted 5-kinds of wedge angle as the design parameters, and carried out the finite element analysis, in order to analyze the relationship between the initial clamping force and the proper position of supporter in the wedge type rail clamp.

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Relationship between the Initial Clamping Force and the Position of Supporter in the Wedge Type Rail Clamp (쐐기형 레일클램프에서 초기압착력과 지지대의 위치사이의 관계)

  • Lee, Seong-Wook;Han, Geun-Jo;Lee, Kwon-Soon;Han, Dong-Seop
    • Journal of Navigation and Port Research
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    • v.31 no.1 s.117
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    • pp.65-70
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    • 2007
  • The wedge type rail clamp compresses with small clamping force at first, and with large clamping force when the wind speed increases bemuse of the wedge working. At this time in order to display the wedge working, the rail clamp slips along a rail. If the supporter is not installed in the rail clamp when the wind speed increases more and more, the structure will occur overload which leads the structure to fracture. So the supporter has to be installed in the rail clamp. The proper position of this supporter is determined by the initial clamping force and the wege angle. Therefore in this study we adopted 5-kinds of wedge angle as the design parameters, and carried out the finite element analysis, in order to analyze the relationship between the initial clamping force and the position of supporter in the wedge type rail clamp.