• Title/Summary/Keyword: Shear Mixing

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Hydrodynamic Mixing Characteristics in Large River Confluence using Secondary Current Monitoring (2차류 계측 활용 대하천 합류부 수리학적 혼합거동 분석)

  • Suin Choi;Dongsu Kim;Kyungdong Kim;Youngdo Kim;Siwan Lyu
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.213-213
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    • 2023
  • 하천의 합류부는 두 하천이 만나 형성되는 지역으로 복잡한 혼합 거동을 보인다. 합류부에서는 실제로 수리 특성이 유황에 따라 다양하게 변화하고 수환경 특성도 함께 변화하며, 이로 인해 본류와 지류에 비해 다양한 생태학적인 종이 분포하는 등 환경적으로 중요구간 중 하나이다. 합류부의 혼합 거동을 이해하기 위해서는 다양한 유황에 따른 수체 혼합 거동을 2차류를 통해 분석하는 것이 중요하다. 해외의 경우 2차류의 패턴을 통해 합류부에서의 혼합 거동을 공간적으로 분석한바 있으나(Riley and Rhoads, 2012), 대부분의 연구들은 중·소규모의 하천을 대상으로 진행되어 대규모 하천에서의 확인은 미흡한 상태이다. 또한, 실제 현장에서 계측을 통한 데이터 획득과 후 처리의 어려움으로 인해 현재 국내에서는 2차류 패턴을 통해 대규모 하천 합류부의 혼합 거동을 확인한 사례는 전무한 실정이다. 따라서, 본 연구에서는 Sontek사의 ADCP를 통해 계측된 수리 데이터를 Rozovskii의 방법을 기반으로 한 2차류로 나타내 낙동강-금호강 합류부에서의 공간적인 수체 혼합을 확인하였다. 혼합거리를 판단하기 위해 합류 이후 혼합의 경계면(Shear Layer)에서 나타나는 2차류의 특이한 패턴(Helical motion)을 주요 지표(Index)로 사용하였다. 그리고, 수질 센서인 YSI EXO2의 수표면 전기전도도의 분포를 통해 합류부에서 본류와 지류의 혼합거리를 산정하였으며, 2차류의 패턴과 비교하였다. 분석 결과, 대규모 하천에서 2차류의 특이한 패턴이 존재함을 명확히 확인하였다. 본류와 지류의 모멘텀 비에 따라 서로 다른 패턴의 혼합양상을 2차류를 통해 확인할 수 있었으며, 2차류의 혼합 패턴과 전기전도도의 분포를 비교 분석하여 합류부에서의 혼합을 3차원적으로 해석하였다.

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A Study on the Bonding Strength, Reactivity and Thermal Properties of Epoxy Resin Mixed with ESBO (에폭시수지-ESBO 혼용 비율에 따른 목재접착제의 접착력, 반응성 및 열분석에 관한 연구)

  • Choi, Jin Lim;Park, Heon
    • Journal of the Korean Wood Science and Technology
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    • v.35 no.3
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    • pp.36-44
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    • 2007
  • The purpose of this study was to investigate thermal stability, reactivity, and bonding strength of existing epoxy resin mixed with the epoxidized soybean oil (ESBO) in order to use soybean oil economically. In the dry shear test, the marked strengths showed $30.5kgf/cm^2$ at the ratio of ESBO to epoxy resin 9 : 1 and $6.2kgf/cm^2$ at the ratio 8 : 2. The bonding strengths of the others, except mixing ratios 2 : 8 and 1 : 9, exceeded the requirement of Korean plywood standard of $7.0kgf/cm^2$. In the wet shear test, the result was $5.8kgf/cm^2$ at the ratio 9 : 1. There were no thickness swelling and moisture absorption in the water resistance of the film. The value of activation energy, Tg (${\Delta}E$), by DSC analysis showed between $110^{\circ}C$ and $120^{\circ}C$ through all ratios. Epoxy in the epoxy resin fully reacted with the hardener (TETA), but it is difficult to decide that epoxys in the ESBO were reacted directly with the hardener from FT-IR analysis. As the mixing ratio of ESBO increased, the thermal stabilities dropped from TGA analysis. From the comprehensive view on the results of above experiments, it could be confirmed through experiments that the ESBO in the mixed adhesive of epoxy resin/ESBO played a role as an extending agent level of epoxy adhesive, and we were able to know that in order to utilize ESBO as an adhesive, a study should be performed on the condition of hardening, inducible of the hardening reaction.

Experimental Study of Pressure Drop in Compressible Fluid through Porous Media (다공성재를 통과하는 압축성 유체의 압력강하에 관한 실험적 연구)

  • Seo, Min Kyo;Kim, Do Hun;Seo, Chan Woo;Lee, Seoung Youn;Jang, Seok Pil;Koo, Jaye
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.37 no.8
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    • pp.759-765
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    • 2013
  • This study proposes the characteristics of the pressure drop in a compressible fluid through porous media for application to a porous injector in a liquid rocket engine in order to improve the uniformity of the drop size distribution and the mixing performance of shear coaxial injectors. The fluid through the porous media is a Non-Darcy flow that shows a Nonlinear relation between the pressure drop and the velocity at high speed and high mass flow rate. The pressure drop of the Non-Darcy flow can be derived using the Forchheimer equation that includes the losses of viscous and inertia resistance. The permeability and Ergun coefficient represented as a function of the pressure drop and pore size can be applied to the porous injector, where the fluid through the porous media is compressible. A generalized correlation between the pressure drop in relation to the pore size was derived.

Case Study of Improvement against Leakage of a Sea Dike under Construction (해안제방 시공 중 해수유입에 대한 차수보강 사례분석)

  • Han, Sang-Hyun;Yea, Geu-Guwen;Kim, Hong-Yeon
    • Journal of the Korean Geosynthetics Society
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    • v.14 no.2
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    • pp.95-103
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    • 2015
  • In this study, the causes and countermeasures for the leakage of a sea dyke under construction are analyzed. In general, the seabed ground is clearly divided from the embankment but a lot of parts show abnormal zones with low resistivity from the results of electric resistivity survey. Hence the causes of the leakage are considered as following: three-dimensional shear strain behavior, irregular compulsory replacement of the soft seabed ground with low strength and quality deterioration of the waterproof sheets during the closing process. The improvement method is determined by considering the constructability in the seawater and its velocity condition, durability, economic feasibility, similar application cases and so on. Consequently, a combination of low slump mortar and slurry grouting and injection method is selected as an optimum combination. Mixing ratio and improvement pattern are determined after drilling investigation and pilot test. The improvement boundary is separated into general and intense leakage area. The construction is performed with each pattern and the improvement effects are confirmed. The confirmed effects with various tests after completion show tolerable ranges for all of the established standards. Finally, various issues such as prediction of length of the waterproof sheet, installation of it against seawater velocity, etc. should be considered when sea dykes are designed or executed around the western sea which has high tide difference.

Analysis of Shear Flow Dispersion Using Sequential Mixing Model (순차혼합모형에 의한 전단류 분산 해석)

  • Seo, Il-Won;Son, Eun-Woo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.991-995
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    • 2005
  • 본 연구에서는 1차원 이송-분산 과정을 연구하고 전단류 흐름 및 분산거동에 있어 Taylor 이론의 핵심이라 할 수 있는 '종방향 이송과 횡방향 확산의 균형'을 기본 개념으로 하여, 이송과 확산을 분리하여 이 두 과정이 순차적으로 발생한다는 가정에 의거한 순차혼합모형을 제시하였다. 본 모형에서는 가상의 하천을 여러 개의 행과 종방향 거리를 길이가 일정한 구획으로 나누어 연속적인 분산과정을 이산적인 형태로 나타낼 수 있게 하고, 횡방향 유속분포에 따라 각 행에 각기 다른 유속을 할당한다. 오염물질은 하폭방향 선오염원으로 원점에 순간주입되며, 주어진 혼합시간 $t_m$ 동안 각 행의 오염물질들이 각자에 할당된 유속을 따라 진행하고 진행이 끝난 후 횡방향 확산이 순간적으로 이루어진다. 횡방향 확산은 횡방향으로 완전하게 일어남을 가정하여, 횡방향 확산이 끝나면 각 열에서의 농도 평균값이 할당된다. 이러한 혼합시간 $t_m$ 동안의 순차적인 이송-확산 과정이 반복되면서 오염물질의 분산이 일어나며, 농도 분포 그래프를 그릴 수 있게 된다. 순차혼합모형을 가상의 직선하천에 적용하여 종분산계수를 유도하였는데, 본 연구에서 유도된 종분산계순식은 Fischer.가 제안한 식과 유사한 형태로 나타남을 알 수 있었다. 본 모형에서 계산된 농도분포 곡선을 해석해와 비교한 결과,두 곡선이 적절히 일치함을 확인할 수 있었으며 해석해와의 비교를 통해 종분산계수 K가 혼합시간 $t_m$과 선형관계임을 확인할 수 있었다. 수심대하폭비에 따라 각기 다른 유속분포에 적용하여 종분산계수 K가 유속편차강도의 제곱에 비례관계에 있음이 밝힐 수 있었다. 수압은 $4.69kg/cm^2$으로 나타났다. 밸브 개폐도가 $100\%$일 때가 밸브를 $60\%$$80\%$ 개폐시켰을 때보다 $0.3kg/cm^2,\;0.29kg/cm^2$ 낮게 나타나 밸브를 전체 개방 했을 때 관로내의 수압이 상수설계기준에 적합한 수압을 유지함을 알 수 있다. 상수관로 설계 기준에서는 관로내 수압을 $1.5\~4.0kg/cm^2$으로 나타내고 있는데 $6kg/cm^2$보다 과수압을 나타내는 경우가 $100\%$로 밸브를 개방하였을 때보다 $60\%,\;80\%$ 개방하였을 때가 더 빈번히 발생하고 있으므로 대상지역의 밸브 개폐는 $100\%$ 개방하는 것이 선계기준에 적합한 것으로 나타났다. 밸브 개폐에 따른 수압 변화를 모의한 결과 밸브 개폐도를 적절히 유지하여 필요수량의 확보 및 누수방지대책에 활용할 수 있을 것으로 판단된다.8R(mm)(r^2=0.84)$로 지수적으로 증가하는 경향을 나타내었다. 유거수량은 토성별로 양토를 1.0으로 기준할 때 사양토가 0.86으로 가장 작았고, 식양토 1.09, 식토 1.15로 평가되어 침투수에 비해 토성별 차이가 크게 나타났다. 이는 토성이 세립질일 수록 유거수의 저항이 작기 때문으로 생각된다. 경사에 따라서는 경사도가 증가할수록 증가하였으며 $10\% 경사일 때를 기준으로 $Ro(mm)=Ro_{10}{\times}0.797{\times}e^{-0.021s(\%)}$

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Structure and Evolution of a Numerically Simulated Thunderstorm Outflow (수치 모사된 뇌우 유출의 구조와 진화)

  • Kim, Yeon-Hee;Baik, Jong-Jin
    • Journal of the Korean earth science society
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    • v.28 no.7
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    • pp.857-870
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    • 2007
  • The structure and evolution of a thunderstorm outflow in two dimensions with no environmental wind are investigated using a cloud-resolving model with explicit liquid-ice phase microphysical processes (ARPS: Advanced Regional Prediction System). The turbulence structure of the outflow is explicitly resolved with a high-resolution grid size of 50m. The simulated single-cell storm and its associated Kelvin-Helmholtz (KH) billows are found to have the lift stages of development maturity, and decay. The secondary pulsation and splitting of convective cells resulted from interactions between cloud dynamics and microphysics are observed. The cooled downdrafts caused by the evaporation of rain and hail in the relatively dry lower atmosphere result in thunderstorm cold-air outflow. The outflow head propagates with almost constant speed. The KH billows formed by the KH instability cause turbulence mixing from the top of the outflow and control the structure of the outflow. Ihe KH billows are initiated at the outflow head, and pow and decay as moving rearward relative to the gust front. The numerical simulation results of the ratio of the horizontal wavelength of the fastest growing perturbation to the critical shear-layer depth and the ratio of the horizontal wavelength of the billow to its maximum amplitude are matched well with the results of other studies.

A Comparative Study of Structural Analysis on DCM Improved by Pile and Block Type (말뚝식과 블록식이 혼합된 시멘트혼합처리공법(DCM)의 구조체 해석 비교 연구)

  • Shin, Hyun Young;Kim, Byung Il;Kim, Kyoung O;Han, Sang Jae
    • Journal of the Korean Geotechnical Society
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    • v.30 no.4
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    • pp.5-19
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    • 2014
  • In this study, the structural analysis is performed on the method of shallow block and deep cement mixing pile, and then their characteristics and associated behaviors were analyzed. In the case of continuous beam analysis, the predicted settlement was very small, and shear force and bending stress are somewhat overestimated. The frame method is similar to numerical analysis in the internal force shallow block and long pile, but because the settlement of pile is underestimated, the additional calculation using the reaction of the long pile is necessary. For soil arching method and piled raft foundation method, the excessive axial force of long pile was predicted because the load sharing of pile is very large compared to the other methods. In the behavior of the shallow block and deep pile method, the settlement of shallow block and contact pressure are much in the center than the edge. In the estimating method considering the interaction between improved material and ground, the load sharing of the soil-cement pile ranges from 20% to 45%, and the stress ratio is 2.0~5.0 less than piled DCM. The maximum member forces at the boundary conditions of pile head are similar, but in fixed head the axial force and vertical displacement are different in accordance with pile arrangement.

Investigation of Thermal Stability of Epoxy Composite Reinforced with Multi-Walled Carbon Nanotubes and Micrometer-Sized Silica Particles (다중벽 탄소나노튜브와 마이크로미터 크기 실리카 입자로 강화된 에폭시 복합재료의 열 안정성에 관한 연구)

  • Oh, Ryun;You, Byeong Il;Ahn, Ji Ho;Lee, Gyo Woo
    • Composites Research
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    • v.29 no.5
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    • pp.306-314
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    • 2016
  • In this study, to improve the thermal stabilities of the epoxy composite specimens in addition to the enhanced mechanical properties, those were reinforced with carbon nanotubes and micrometer-sized silica particles. To disperse the filler in matrix relatively simple physical process, specimens were fabricated using shear mixing and sonication. Tensile strength, coefficients of thermal expansion and thermal conductivity of the specimens were measured with varied contents of the two fillers. The mechanical and thermal properties were also discussed, and the experimental results of thermal expansion related to the thermal stability of the specimens were compared with those from several micromechanics models. The hybrid composites specimens incorporating 0.6 wt% of carbon nanotubes and 50 wt% of silica particles showed better mechanical properties than the others with increase in tensile strength up to 11%, with respect to those of the baseline specimens. As the silica contents were increased the thermal expansion was reduced down to 36%, and the thermal stability was improved with the decreased thermal deformation. Thermal conductivity of the epoxy composite specimens incorporating 50 wt% of silica particles was enhanced, which demonstrate improvement of 72%. The mechanical and thermal properties of the hybrid composites specimens incorporating the two fillers were improved simultaneously.

The Ecological Study of Phytoplankton in Kyeonggi Bay, Yellow Sea. III. Phytoplankton Composition, Standing Crops, Tychopelagic Plankton. (西海 京畿 植物 플랑크톤에 대한 생態學的 硏究 III. 植物플랑크톤 種조성, 現存量, 일시浮流플랑크톤)

  • 최중기;심재형
    • 한국해양학회지
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    • v.21 no.3
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    • pp.156-170
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    • 1986
  • The phytoplankton ecology of estuarine waters was investigated in the Kyeonggi Bay from May 1981 to September 1982 on monthly basis. In this study area, a total of 228 phytoplankton species was identified. Among these taxa, the most dominant species are diatoms in this area. Tychopelagic plankton occupies 40.4% of total species. The percentage of tychopelagic plankton density ranged from 10.2% in September to 92.7% in March of monthly standing crops. From late autumn to early spring, the percentage values are more than 72%. They play an important role from late autumn to early spring in this estuarine plandton community. These tychopelagic planktons are induced from benthic diatoms. Because the bottom shear stresses generated by the tides and winds are stronger than the adhesive and tractive force of benthic diatoms, most of benthic diatoms must be resuspended into tychopelagic suspensions during autumn and winter. Paralia sulcata is the most important tychopelagic plankton as an indicator species of water mixing in the eastern coastal area of Yellow Sea. This species seems to have even broader tolerance to the environmental stress than Skeletonema costalum, and tends to fill the gaps in winter, when the phytoplandton is relatively unsuccessful. Skeletonema costatum and Chaetoceros debilis are dominant in other seasons. Typical blooms of phytoplankton occur in spring and early autumn, The first bloom is started by Skeletonema costatum in early May, second peak is formed by various diatom population in September.

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Processing optimization of soybean sprouts pre-treatment for manufacturing frozen Kongnamul-Bibimbap product (냉동 콩나물 비빔밥 제조를 위한 전처리 공정 최적화)

  • Lee, Eun-Jung;Ramachandraiah, Karna;Hong, Geun-Pyo
    • Korean Journal of Food Science and Technology
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    • v.50 no.2
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    • pp.186-190
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    • 2018
  • This study was investigated changes of physical properties of soybean sprout by changing single or combinations of parameters in each manufacturing process. In blanching, use of sugar solution and decrease of blanching time reduced hypocotyl diameter and weight loss of soybean sprouts. However, single application among parameters in pre-treatment did not induce significant changes in soybean sprout during cooking of frozen product. The control process was blanching with water, seasoning with salt and sugar, and adding cooked rice with mixing type. Combinations of parameters, which were blanching with sugar solution, seasoning with sugar, and adding cooked rice with topping type, induced significantly higher shear force values ($592{\pm}21g$), larger diameter ($1.58{\pm}0.14mm$), and less weight loss ($13.4{\pm}3.0%$) of soybean sprouts during cooking of frozen product than those from the control process ($498{\pm}24g$, $1.35{\pm}0.13mm$, and $16.0{\pm}1.7%$, respectively) (p<0.05).