• Title/Summary/Keyword: boundary layer streaming

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Numerical Analysis of the Hydraulic Characteristics of a Boundary Layer Streaming over Surf-Zone Using LES and Dynamic Smagorinsky Turbulence Model (LES와 Dynamic Smagorinsky 난류모형을 이용한 쇄파역에서의 경계층 Streaming 수치해석)

  • Cho, Yong Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.1
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    • pp.69-84
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    • 2020
  • Natural shoreline repeats its re-treatment and advance in response to the endlessly varying sea-conditions, and once severely eroded under stormy weather conditions, natural beaches are gradually recovered via a boundary layer streaming when swells are prevailing after storms cease. Our understanding of the boundary layer streaming over surf-zone often falls short despite its great engineering value, and here it should be noted that the most sediments available along the shore are supplied over the surf-zone. In this rationale, numerical simulation was implemented to investigate the hydraulic characteristics of boundary layer streaming over the surf zone in this study. In doing so, comprehensive numerical models made of Spatially filtered Navier-Stokes Eq., LES (Large Eddy Simulation), Dynamic Smagorinsky turbulence closure were used, and the effects of turbulence closure such as Dynamic Smagorinsky in LES and k-ε on the numerically simulated flow field were also investigated. Numerical results show that due to the intrinsic limits of k-ε turbulence model, numerically simulated flow velocity near the bottom based on k-ε model and wall function are over-predicted than the one using Dynamic Smagorinsky in LES. It is also shown that flow velocities near the bottom are faster than the one above the bottom which are relatively free from the presence of the bottom, complying the typical boundary layer streaming by Longuet-Higgins (1957), the spatial scope where boundary layer streaming are occurring is extended well into the surf zone as incoming waves are getting longer. These tendencies are plausible considering that it is the bottom friction that triggers a boundary layer streaming, and longer waves start to feel the bottom much faster than shorter waves.

Numerical Analysis of the Hydraulic Characteristics of a Boundary Layer Streaming over Beach Cusps Surf-Zone Using LES and One Equation Dynamic Smagorinsky Turbulence Model (LES와 One Equation Dynamic Smagorinsky 난류모형을 이용한 Beach Cusps 쇄파역에서의 경계층 Streaming 수치해석)

  • Cho, Yong Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.1
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    • pp.55-68
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    • 2020
  • In order to investigate the hydraulic characteristics of a boundary layer streaming over the beach cusps appeared in swells prevailing mild seas, we numerically simulated the shoaling process of Edge waves over the beach cusp. Synchronous Edge waves known to sustain the beach cusps could successfully be duplicated by generating two obliquely colliding Edge waves in front of beach cusps. The amplitude AB and length LB of Beach Cusp were elected to be 1.25 m and 18 m, respectively based on the measured data along the Mang-Bang beach. Numerical results show that boundary layer streaming was formed at every phase of shoaling process without exception, and the maximum boundary layer streaming was observed to occur at the crest of sand bar. In RUN 1 where the shortest waves were deployed, the maximum boundary layer streaming was observed to be around 0.32 m/s, which far exceeds the amplitude of free stream by two times. It is also noted that the maximum boundary layer streaming mentioned above greatly differs from the analytical solution by Longuet-Higgins (1957) based on wave Reynolds stress. In doing so, we also identify the recovery procedure of natural beaches in swells prevailing mild seas, which can be summarized such as: as the infra-gravity waves formed in swells by the resonance wave-wave interaction arrives near the breaking line, the sediments ascending near the free surface by the Phase II waves orbital motion were carried toward the pinnacle of foreshore by the shoreward flow commenced at the steep front of breaking waves, and were deposited near the pinnacle of foreshore due to the infiltration.

Preliminary Study on the Development of a Platform for the Optimization of Beach Stabilization Measures Against Beach Erosion III - Centering on the Effects of Random Waves Occurring During the Unit Observation Period, and Infra-Gravity Waves of Bound Mode, and Boundary Layer Streaming on the Sediment Transport (해역별 최적 해빈 안정화 공법 선정 Platform 개발을 위한 기초연구 III - 단위 관측 기간에 발생하는 불규칙 파랑과 구속모드의 외중력파, 경계층 Streaming이 횡단표사에 미치는 영향을 중심으로)

  • Chang, Pyong Sang;Cho, Yong Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.31 no.6
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    • pp.434-449
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    • 2019
  • In this study, we develop a new cross-shore sediment module which takes the effect of infra-gravity waves of bound mode, and boundary layer streaming on the sediment transport into account besides the well-known asymmetry and under-tow. In doing so, the effect of individual random waves occurring during the unit observation period of 1 hr on sediment transport is also fully taken into account. To demonstrate how the individual random waves would affect the sediment transport, we numerically simulate the non-linear shoaling process of random wavers over the beach of uniform slope. Numerical results show that with the consistent frequency Boussinesq Eq. the application of which is lately extended to surf zone, we could simulate the saw-tooth profile observed without exception over the surf zone, infra-gravity waves of bound mode, and boundary-layer streaming accurately enough. It is also shown that when yearly highest random waves are modeled by the equivalent nonlinear uniform waves, the maximum cross-shore transport rate well exceeds the one where the randomness is fully taken into account as much as three times. Besides, in order to optimize the free parameter K involved in the long-shore sediment module, we carry out the numerical simulation to trace the yearly shoreline change of Mang-Bang beach from 2017.4.26 to 2018.4.20 as well, and proceeds to optimize the K by comparing the traced shoreline change with the measured one. Numerical results show that the optimized K for Mang-Bang beach would be 0.17. With K = 0.17, via yearly grand circulation process comprising severe erosion by consecutively occurring yearly highest waves at the end of October, and gradual recovery over the winter and spring by swell, the advance of shore-line at the northern and southern ends of Mang-Bang beach by 18 m, and the retreat of shore-line by 2.4 m at the middle of Mang-Bang beach can be successfully duplicated in the numerical simulation.

A Study on charge accumulation and relaxation phenomena by D.C energization in insulating oil (직류 전계 인가에 따른 절연유의 전하 축적 및 완화 현상에 관한 연구)

  • Kim, C.W.;Lim, H.C.;Kim, Y.W.;Shin, T.H.;Huh, C.S.;Lee, D.C.
    • Proceedings of the KIEE Conference
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    • 1996.07c
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    • pp.1633-1635
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    • 1996
  • This phenomena of streaming-electrification is generated between solid and liquid boundary called electric double-layer which is generated by potential difference. A charge separation at interfaces between a moving fluid and a solid boundary can give rise to the generation of substantial electric field and at last these can give rise ta insulating failure. Therefore injection of the adverse-charge in streaming-electrified insulating oil to eliminate the accumulation charge and its related phenomena was investigated.

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Fluid Flow in a Circular Cylinder Subject to Circulatory Oscillation-Theoretical Analysis (회전요동하는 원통내의 유동특성 - 이론적 해석)

  • Seo,Yong-Gwon;Kim, Hyeon-Min
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.20 no.12
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    • pp.3960-3969
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    • 1996
  • A fluid flow inside a circular cylinder subject to horizontal and circular oscillation is analyzed theoretically. Under the assumption of small-amplitude oscillation, the governing equations take linear forms. The velocity field is obtained in terms of the first kind of Bessel function of order 1. It was found that a particle describes an orbit close to a circle in the central region and an arc near the side wall. We also obtained the Stokes' drift velocity induced by the traveling wave along the circumferential direction. The Eulerian streaming velocities at the edge of the bottom and side boundary layers were also obtained. It was shown that the vertical component of the steady streaming velocity on the side wall is almost proportional to the amplitude of the free surface motion.

Secondary Steady Flows Due to the Small-Amplitude In-Phase Oscillation of Multi-Cylinders (다수의 주상체들의 저진폭 동위상 진동에 의한 2차 정상유동 해석)

  • Kim, Seong-Gyun
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.20 no.2
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    • pp.649-658
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    • 1996
  • Small-amplitude harmonic oscillations of multi-cylinders are considered both experimentally and theoretically. For the theoretical model, the flow regime is separated into inner and outer regions. In the inner region, the flow is governed by the generalized Stokes boundary layer equation. In the outer region, the full Navier-Stokes equation for the steady streaming flow is solved numerically by using ADI scheme and FVM coupled with the boundary integral method. Flow visualization experiments are conducted by using the Laser Sheet Image Technique. The case of two circular cylinders and square cylinders with variable distances are chosen as a typical example. Although experimental results are based on the flow in the finite domain, both experimental and numerical results agree well qualitatively. As the separation of cylinders is increased, a numerical result shows the asymptotic convergence to a single cylinder case.

A Technical Review on Principles and Practices of Self-potential Method Based on Streaming Potential (흐름 전위에 기초한 자연 전위 탐사법의 원리 및 활용)

  • Song, Seo Young;Nam, Myung Jin
    • Geophysics and Geophysical Exploration
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    • v.21 no.4
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    • pp.231-243
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    • 2018
  • Streaming potential (SP) arises from fluid flow through effectively connected pores. From this potential, formation water information as well as fluid flow properties can be estimated. As micro particles being located in boundary between subsurface porous media and fluid are charged to form electrical double layer, fluid flow caused by several reasons generates SP, one of electrokinetic phenomena. Occurrence mechanism of SP is complex and signal strength is relatively weak compared to noise. However, application of self potential survey using SP to monitoring of formation fluid is expanding because of its' convenience of exploration without artificial source and repetitiveness of signal. This paper accounts for the occurrence mechanism of SP studied before, including governing equations and analyzes previous various case studies of SP according to the change of physical properties of materials. It helps to increase understanding about SP and also lays the foundations of the application of SP to fields.

Reevaluation of hydrogen gas dissolved cleaning solutions in single wafer megasonic cleaning

  • Kim, Hyeok-Min;Gang, Bong-Gyun;Lee, Seung-Ho;Kim, Jeong-In;Lee, Hui-Myeong;Park, Jin-Gu
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.11a
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    • pp.34.1-34.1
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    • 2009
  • 1970년대 WernerKern에 의해서 개발된 RCA 습식 세정 공정은 이후 메가소닉 기술 개발과 더불어 현재까지반도체 세정 공정에서 필수 공정으로 알려져 있다. 하지만, 반도체패턴의 고집적화 미세화에 따라 메가소닉을 기반으로 하는 세정기술은 패턴 붕괴 및 나노 입자 제거의 한계를 드러내면서 난관에 봉착하고 있으며, 특히, 기존의 Batch식에서 매엽식으로 세정 방식이 전환은 새로운 개념의 메가소닉 기술 개발을 요구하게 되었다. 메가소닉을 사용한습식 세정공정은 메가소닉에 의한 캐비테이션 효과 (Cavitation Effect)에 따른 충격파 및음압 (Acoustic Streaming)에 의한 입자제거를 주요 메커니즘으로 한다. 메가소닉 주파수와 Boundary Layer 두께는, $\delta=\surd(2v/\omega)$($\delta$=두께, v=유체속도), $\omega=2{\pi}f$ (f=주파수), 으로 표현할 수 있다. 위의 식에 따르면, 메가소닉을 이용한 세정공정에서 주파수가 높아질수록 Boundary Layer의 두께가 감소하며, 이는제거 가능한 입자의 크기가 작아짐을 의미하며, 다시말해, 1 MHz 보다 2 MHz 메가소닉 세정장비에서 미세 입자 세정에 유리함을 예상할 수 있다. 본연구에서는 매엽식 세정장비를 사용하여, 1MHz 및 2MHz 콘-타입 (Cone-Type) 메가소닉 장치를 100nm이하 세정 입자에 대한 입자 제거효율을 평가하였다. 입자 제거 효율을 평가하기 위하여, 표준 형광입자(63nm/104nm 형광입자, Duke Scientifics, USA)를각각 IPA에 분산시킨 후, 실리콘 쿠폰 웨이퍼 ($20mm{\times}20mm$)를 일정시간 동안 Dipping 한 후, 고순도 질소로 건조시켜 오염하였다. 매엽식 세정장비(Aaron, Korea)에 1MHz와 2MHz의 콘-타입메가소닉 발진기 (Durasonic, Korea)를 각각 장착하였다.입자 오염 및 세정 후 입자 개수 측정 및 오염입자의 Mapping은 형광현미경 (LV100D, Nikon, Japan)과 소프트웨어(Image-proPlus, MediaCybernetics, USA)를 사용하여 평가하였으며, Hydrophone을 사용하여 메가소닉에서 발생되는 음압의 균일도를 각 조건에서 측정하였다. 각각의 세정공정은 1MHz와 2MHz 메가소닉 발진기 각각에서 1W, 3W, 5W 파워로 1분간 처리하였으며, 매질을 초순수를 사용하였다. 104nm 형광 입자는 1MHz 와 2 MHz 메가소닉 세정기와 모든 세정 공정조건에서 약 99%의 세정효율인 반면, 63nm 형광입자의 경우는 전체적인세정 결과가 80% 대로 감소하였다. 본 연구를 통하여, 입자크기의 미세화에 따른 입자제거효율이 크게 감소 하는 것을 확인할 수 있으며, 기존 Batch식 메가소닉 대비 단시간 및 낮은 전압에서 동일 혹은높은 세정 효율을 얻었다. 다만, 1MHz와 2MHz 메가소닉에서의 세정력은 큰 차이를 관찰 할 수 없었는데, 주파수변화에 따른 세정효율 측정을 위하여 미세 입자를 사용한 추가 실험이 필요 할 것이다.

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Numerical Analysis of Synchronous Edge Wave Known as the Driving Mechanism of Beach Cusp (Beach Cusp 생성기작으로 기능하는 Synchronous Edge Wave 수치해석)

  • Lee, Hyung Jae;Cho, Yong Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.31 no.6
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    • pp.409-422
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    • 2019
  • In this study, we carried out the 3D numerical simulation to investigate the hydraulic characteristics of Synchronous Edge wave known as the driving mechanism of beach cusp using the Tool Box called the ihFoam that has its roots on the OpenFoam. As a wave driver, RANS (Reynolds Averaged Navier-Stokes equation) and mass conservation equation are used. In doing so, we materialized short-crested waves known as the prerequisite for the formation of Synchronous Edge waves by generating two obliquely colliding Cnoidal waves. Numerical results show that as can be expected, flow velocity along the cross section where waves are focused are simulated to be much faster than the one along the cross section where waves are diverged. It is also shown that along the cross section where waves are focused, up-rush is moving much faster than its associated back-wash, but a duration period of up-rush is shortened, which complies the typical characteristics of nonlinear waves. On the other hand, due to the water-merging effect triggered by the redirected flow toward wave-diverging area at the pinacle of run-up, along the cross section where waves are diverged, offshore-ward velocity is larger than shore-ward velocity at the vicinity of shore-line, while at the very middle of shoaling process, the asymmetry of flow velocity leaned toward the shore is noticeably weakened. Considering that these flow characteristics can be found without exception in Synchronous Edge waves, the numerical simulation can be regarded to be successfully implemented. In doing so, new insight about how the boundary layer streaming occur are also developed.

Grand Circulation Process of Beach Cusp and its Seasonal Variation at the Mang-Bang Beach from the Perspective of Trapped Mode Edge Waves as the Driving Mechanism of Beach Cusp Formation (맹방해안에서 관측되는 Beach Cusp의 일 년에 걸친 대순환 과정과 계절별 특성 - 여러 생성기작 중 포획모드 Edge Waves를 중심으로)

  • Cho, Yong Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.31 no.5
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    • pp.265-277
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    • 2019
  • Using the measured data of waves and shore-line, we reviewed the grand circulation process and seasonal variation of beach cusp at the Mang-Bang beach from the perspective of trapped mode Edge waves known as the driving mechanism of beach cusp. In order to track the temporal and spatial variation trends of beach cusp, we quantify the beach cusp in terms of its wave length and amplitude detected by threshold crossing method. In doing so, we also utilize the spectral analysis method and its associated spectral mean sand wave number. From repeated period of convergence and ensuing splitting of sand waves detected from the yearly time series of spectral mean sand wave number of beach cusp, it is shown that the grand circulation process of beach cusp at Mang-Bang beach are occurring twice from 2017. 4. 26 to 2018. 4. 20. For the case of beach area, it increased by $14,142m^2$ during this period, and the shore-line advanced by 18 m at the northen and southern parts of the Mang-Bang beach whereas the shore-line advanced by 2.4 m at the central parts of Mang-Bang beach. It is also worthy of note that the beach area rapidly increased by $30,345m^2$ from 2017.11.26. to 2017.12.22. which can be attributed to the nature of coming waves. During this period, mild swells of long period were prevailing, and their angle of attack were next to zero. These characteristics of waves imply that the main transport mode of sediment would be the cross-shore. Considering the facts that self-healing capacity of natural beaches is realized via the cross-shore sediment once temporarily eroded. it can be easily deduced that the sediment carried by the boundary layer streaming toward the shore under mild swells which normally incident toward the Mang-Bang beach makes the beach area rapidly increase from 2017.11.26. to 2017.12.22.