• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.34 no.12
• /
• pp.48-58
• /
• 2006

The spray and combustion characteristics of liquid jet in cross flow with variation of injection angle are numerically studied. Numerical analysis was carried out using KIVA code, which may be used to generate numerical solutions to spray and chemical reactive fluid problem in three space dimensions and modified to be suitable for simulating liquid jet ejected into the cross flow. Wave model and Kelvin- Helmholtz(KH) /Rayleigh-Taylor(RT) hybrid model were used for the purpose of analyzing liquid column, ligament, and the breakup of droplet. Penetration length increases as flow velocity decreases and injection velocity increases. Numerical error increases as inflow velocity increases. The results of flame propagation contour in combustion chamber and local temperature distribution, combustion emissions were obtained.

• 한국정보통신설비학회:학술대회논문집
• /
• 2002.08a
• /
• pp.49-52
• /
• 2002

본 논문에서는 강자성체 물질을 사용하는 구조물들에 발생되는 결함을 와전류탐상을 이용하여 검출하기 위한 비파괴검사방법에 대하여 제시하였다. 와전류탐상은 전자기비파괴검사방법으로 초음파탐상법과 같은 방법에 비교하여 비접촉식이며 고속으로 검사가 가능하다는 장점이 있다. 본 연구에서 사용되는 매질인 강자성체의 경우 비자성체에 비하여 표피효과에 의한 침투깊이가 얇기 때문에 강자성체를 위한 주파수를 별도로 선정하여야 한다. 또한 고속으로 움직이는 경우 속도기전력에 의한 효과를 고려하여야 한다. 본 연구에서는 와전류센서를 제작하여 실제 강자성체에 적용하는 경우 어떠한 특성을 나타내는가에 대하여 고찰하였다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2018.05a
• /
• pp.72-72
• /
• 2018

우리나라의 대형 저수지에 담수된 수체는 여름에 온도가 높은 표수층과 온도가 낮은 심수층, 그리고 두 층 사이에서 온도가 크게 변화되는 변온층으로 나뉘게 된다. 여름 홍수기에 상류 하천에서 저수지로 유입되는 부유사는 큰 밀도를 가지기 때문에 저수지의 바닥을 타고 하층 밀도류의 형태로 저수지 하류로 전파된다. 그러나 밀도류가 성층화된 저수지의 변온층에 도달하면 심수층과 변온층 하층의 낮은 온도로 인해 발생하는 수체의 큰 밀도로 하층으로 더 침투하지 못하고 변온층이나 심수층 상층에서 남아 하류에 중층밀도류의 형태로 전파된다. 대량의 탁수를 하류에 방류하면 하류 수질에 문제가 발생되며 저수시키면 댐 수질 및 심수층 생물체의 태양광 차단 문제가 발생되므로 저수지에서 밀도류의 조절은 대형 저수지 운영에 매우 중요한 사항이다. 따라서 본 연구의 목적은 층적분 모형을 사용하여 대형 저수지에서 발생하는 중층밀도류의 전파 및 선택취수시설을 이용한 밀도류의 차단과 방류에 대해 수치모의하는 것이다. 이를 위하여 중층 밀도류를 수치모의하기 위한 1차원 수치모형을 제시하였으며 소양강댐 상류 소양호에 적용하여 적용성을 검토하고 밀도류의 전파 및 방류에 대해 분석하였다.

• Korean Journal of Food Science and Technology
• /
• v.22 no.4
• /
• pp.492-495
• /
• 1990

In succession to the previous paper(Korean J. Food Sci. and Techn., 21(2), 300, 1989), to investigate effect of salting process on physico-chemical properties of Korean radish cubes processed for kakdugi Ascorbic acid content, ${\alpha}-amylase$ activity, the penetration rate of glucose and red-pepper juice into the radish cubes, and aerobic microbial counts (bacteria, yeast and mold) were investigated during salting (packout ratio : 1:1g/ml) of radish-cube$(2{\times}2{\times}2cm)$ for kakdugi in the 15%(w/v) sodium chloride solution. For 6hr salting, ascorbic acid was reduced from 38.5mg% to 15.7 mg%, ${\alpha}-amylase$ activity was gradually increased until 5hr salting, and then deceased, Amount and rate of penetration of glucose and red-pepper juice(on base of redness) into the salted radish cube were both higher than raw cubes, and microbial counts were decreased, and mostly within one hour of salting.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.30 no.2
• /
• pp.61-68
• /
• 2018

This study was conducted to propose the optimum minimum requirement of cutoff system composed of the impermeable soil layer and vertical barrier in offshore landfill for prevention pollution leakage by seepage, advection, and dispersion numerical analyses under steady state. According to the study results, the minimum requirement of impermeable soil layer is below $1{\times}10^{-6}cm/s$ of hydraulic conductivity with more than 500 cm thickness or a system with equivalent cutoff effect. The minimum requirement of vertical barrier is below $1{\times}10^{-6}cm/s$ of hydraulic conductivity with more than 50 cm thickness or a system with equivalent cutoff effect. In addition, the vertical barrier should be embedded enough to seal securely with the impermeable soil layer for working cutoff effect.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.5 no.1
• /
• pp.55-64
• /
• 1985

This thesis, intended to establish the design criteria of core wall of a Fill Dam, has determined after a series of twenty one analytic experiments on the seepage flows in various types of core wall that the rates of rise and fall of the seepage flow changing in accordance with the variation of core wall cross section, which is to say, the transformation of slope inclination. Particularily the appropropriate design inclination was examined for the sloped core wall. Putting the resulting values into the existing approximate theoretical function has revealed the volume of theoretical seepage flows. With this result, the experiment values was compared and interestingly enough, a theoretical formula was found which is considered to be the nearest one to the resulting values of the experiment. It is also discussed in the papers that the seepage alignment and flows in the sloped core wall section that inclined to the upstream and the adoptability of the theoretical function which has been known up to present. Based on the above mentioned study it is anticipated that thesis should be available for determination of the cross section in the core wall design of a Fill Dam as large amount of references as it can be.

• The Korean Journal of Malacology
• /
• v.25 no.2
• /
• pp.97-103
• /
• 2009

It is a research that free floating larva of Ruditapes philippinarum in compliance with infiltration flow of tidal accumulation and bottom-clinging system in high density also, It is a precondition this for the continuous augmentation of Ruditapes philippinarum resources. So in flow field of tidal the free floating larva produced the infiltration water tank that can possibly bottom-clinging and experiment the water tank which uses free floating larva, It evaluates that the acceleration effect of free floating larva by infiltration in objective. As a result, 1) The experiment on free floating larva's bottom sediment grain diameter came to be high recording as bottom-clinging rate at the static water field and even biologically it selects bottom-clinging substrate it will be able to confirm. 2) About occurrence of infiltration flow field is in case of that: the drift of a current 10cm/s, bottom sediment grain 1.21mm infiltration flow 0.3cm/s increase of 3~5 times was confirmed. 3) From free floating larva of Ruditapes philippinarum the choice of bottom sediment grain diameter depends in the biological factor and form the flow field the bottom-clinging acceleration effect was controled over physical stable condition. 4) In case of density of Ruditapes philippinarum free floating larva of sea area, bottom sediment grain diameter, flow condition which are very cleanly in the research that possibly could conjecture the free floating larva's bottom-clinging rate.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.5 no.4
• /
• pp.349-360
• /
• 2003

A practical modeling approach has been proposed in this study to better understand the behavior of penetration grouting which is normally applied to the jointed rock masses to increase the bearing capacity and to reduce the ground water flow into the tunnel. Based on Bingham model together with a steady-state flow of the grout, penetration model is simulated in the commercial package called UDEC and, injection pressure as well as joint thickness are found to be the main parameters to determine the range of grout spread. Another numerical model on fracturing grouting is also suggested and, in this case, the tensile strength as well as cohesion of the rock masses are proven to be the major factors to decide the fracturing mechanism of the rock masses. The reinforcement effect of the grout-reinforced rock masses is calculated from the suggested algorithm on orthotropic material model and it is found that the directional stiffness of reinforced rock masses is increased up to 3 to 4 times compared with original jointed rock masses. Future work will be concentrated on the water control around the tunnel by the grout injection and a model test will also be performed to verify the suggested methods developed in this study.

• Korean journal of applied entomology
• /
• v.14 no.1 s.22
• /
• pp.29-33
• /
• 1975

The experiment It·as conducted to find out the distribution of fenitrothion in rice plants at the preheading stage and its residue in harvested grains. The results obtained were as follows; 1. Distribution of fenitrothion in rice plants were measured 15.32 ppm attached to the leaf surface immediately after spray and 6.73 ppm was penetrated into tissues after 24 hours. 2. Residual amounts of fenitrothion in rice grains was 0.04 ppm at chaff and 0.01 ppm at unpolished rice, respectively.

• Korean Journal of Soil Science and Fertilizer
• /
• v.13 no.1
• /
• pp.1-6
• /
• 1980

The infiltration rates of the upland soils on hill side slope were investigated in situ using rainulator of which rainfall intensity was 100mm/hr. The soil moisture profile after the water infiltration was compared with that calculated from Youngs' equation. The results obtained are as follows: 1. Time required for infiltration rate to reach constant during rainfall was 15 to 25 min. The infiltration rate measured after 30 min was considered to be final infiltration rate. 2. The final infiltration rates of clay soils were lower than 10mm/hr., loamy soils 10 to 20., coarse loamy soils 20 to 30, and sandy soils higher than 30mm/hr., respectively. 3. The saturated hydraulic conductivity of the surface soil of Samgag sandy loam was 0.47mm/min., Songjeong clay loam0.16 mm/min., and Jeonnam silty clay loam 0.14mn/min., respectively. 4. The soil moisture profile calculated from Young's equation was in close agreement with measured in situ.