• 한국해양학회지
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• v.25 no.1
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• pp.8-20
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• 1990

A series of pore water data were obtained during the different time over one year period between October 1987 and October 1988, from a site on a muddy intertidal flat, located in the Kyeong-gi Bay, west coast of Korea, The results have revealed that the tidal flat is an environment of active nutrient the subface supplied by the overlying seawater is almost completely removed from the pore water at depth of about 10 cm below the sediment surface. The nutrients such as ammonium and phosphate are produced through this process and subsequently accumulated in the pore water forming steep gradients near the sediment surface. Below the main sulfate redirection zone, a secondary peak of dissolved sulfate was often observed. Greal seasonal variation of the pore water nutrient profiles was observed, which was particularly clear in their maximum concentration as well as in their concentration gradient. The rate constants of sulfate reduction and nutrient regeneration, estimated by using a diagenetic model (Berner, 1980), differ by an order of magnitude between the summer and winter seasons. The difference in sediment temperature may account for most of the calculated variation. The C:N:P ratio, calculated from the pore water nutrient gradients also exhibits a slight seasonal difference. The organic matter being decomposed by sulfate reduction appears to be depleted in depleted in nitrogen, compared to the average marine organic matter.

• Asian Journal of Turfgrass Science
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• v.23 no.2
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• pp.271-278
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• 2009

This study was conducted to investigate the effect of the mixture ratio of the inorganic soil amendments on the soil physicochemical properties. In this experiment, three kinds of soil amendments which had similar pH, EC and particle size, the A, B and C, were tested. The mixture ratio of soil amendment were 0%, 3%, 5%, 7% and 10% (V/V) incorporated with sand which met to the USGA(United State of Golf Association) particle standard. To analyze the effects of amendment on chemical soil properties, pH, EC(electrical conductivity) and CEC(cation exchangeable capacity) were measured. The porosity, bulk density and hydraulic conductivity also measured to analyze the changes of physical properties. In the chemical properties, pH was significantly related to the mixture ratios of amendments, A and C(P<0.05), CEC and EC also related to the ratios of C(P<0.01). When the results were applied to the USGA standard of the soil physical properties, the optimum mixture ratios of each amendment were 3% in A and B, and 7~10% in C. To analyze the corelation of mixture ratio versus to physical character, volume of porosity was significantly related to the ratio of B (P<0.05), and showed similar corelation in porosity and hydraulic conductivity with ratio of C(P<0.05). These results indicate that types and mixture ratio of inorganic soil amendments should affect on soil physio-chemical properties of root zone on USGA sand green.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2006.11a
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• pp.181-186
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• 2006

본 논문에서는 자속 궤환을 포함하는 자기부상 시스템의 open-loop 특성에 대해서 다룬다. 훌륭한 외란 억제 특성을 포함하고 파라메타 변동에 대해서 둔감한 제어기를 설계하기 위해서 자속 궤환을 이용하는 것이 효과적일 수 있다. 적절한 센서에 의해서 측정 가능한 자속은 전류와 공극의 시간 변화에 대해서 선형적인 관계를 가지고 있으며, 자속의 궤한은 자기 부상시스템이 본질적으로 갖고 있는 전기적 엑츄에이터와 기계적 플랜트 사이의 간섭에 의해서 발생하는 비선형성을 감소시키는 역할을 한다. 모의시험 결과를 통해서 자속의 궤환이 자기부상 시스템의 부하변동에 대해서 open-loop 성능 향상에 효과적임을 보인다.

• Proceedings of the KIPE Conference
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• 2010.07a
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• pp.353-354
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• 2010

일반도로에서 주행 가능한 온라인전기자동차(On-Line Electric Vehicles)에 적용하기 위해 비접촉 자기유도 전력전달 방식의 초박형 급전코일과 집전코일을 개발하였다. 이러한 새로운 구조의 초박형 급집전코일은 코어비용을 대폭 절감하고 공극간격을 크게 해주며 차량 좌우편차를 크게 하여, OLEV가 경제적이면서도 성능이 탁월하게 하였다. 그 결과 양산단가 3억원/km 이하이면 서도 공극간격 17cm 이상, 효율 83%이상, 출력 60kW이상 등을 보여 실용화에 근접했다는 평가를 받고있다. 본 논문에서는 제안된 두 가지 방식 급집전코일의 주요 동작특성을 자기장 시뮬레이션 등을 통하여 검증하였다.

• Journal of The Korean Society of Agricultural Engineers
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• v.48 no.4
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• pp.51-57
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• 2006

This study was carried out to investigate the soil water characteristic curve and prediction of void ratio with net stress and matric suction using the linear elastic and volumetric deformation analysis method on unsaturated silty. The unsaturated soil tests were conducted using a modified oedometer cell and specimens were prepared at water content 2 times of liquid limit and required void ratio. The axis translation technique was used to create the desired matric suctions in the samples. It is shown that soil water characteristic curve and volumetric water content were affected significantly by preconsolidation pressure. As a matric suction increases, the reduction ratio of void ratio was shown to considerably small. Also, the predicted and measured void ratio for unsaturated soils using the linear elastic and volumetric deformation analysis showed good agreement as net stress and matric suction increases.

• Proceedings of the KIPE Conference
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• 2012.07a
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• pp.124-125
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• 2012

본 논문은 변압기나 리액터의 코어에서 국부적 자속포화 현상을 이용하여 코어에 공극(Air Gap)을 추가하는 효과와 동일한 효과를 거두는 것은 물론 자속포화를 일으키는 전류를 제어함으로써 주코일의 자속이 자속 포화 곡선상에서 선형영역과 비선형영역을 모두 포괄하여 제어할 수 있도록 함을 목적으로 한다. 제안하는 기술적 사상의 효과 및 타당성은 간단한 실험을 통해 증명하였다.

• Proceedings of the KIPE Conference
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• 2019.07a
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• pp.410-411
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• 2019

본 논문에서는 홀 센서를 사용하지 않고 단상 영구자석 동기 전동기의 초기 회전자 자극을 검출하여 안정적인 오픈루프 기동 및 센서리스 운전 기법을 제안한다. 제안한 회전자 초기 자극 검출 방법은 비대칭 공극을 갖는 단상 영구자석 동기 전동기에 고주파 전압을 인가한 후 회전자 초기 극성에 따른 자기회로의 비 포화 및 포화여부를 저역통과필터를 이용하여 빠르게 검출하는 방법을 제안하였다. 제안된 초기 자극 검출 방법은 다수의 실험 결과를 통해 안정적 기동 및 센서리스 운전이 가능함을 입증하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.141-148
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• 2005

The nonlinear humidity distribution occurs due to the moisture diffusion when a concrete is exposed to an ambient air. This nonlinear humidity distribution induces shrinkage cracks on surfaces of the concrete. Because shrinkage cracks largely affect the durability and serviceability of concrete structures, the moisture diffusion in concrete must be investigated. The purpose of this paper is to propose a model of the moisture diffusion coefficient that governs moisture diffusion within concrete structures. To propose the model, numerical analysis was performed with several experiments. Because the moisture diffusion coefficient is changed with aging, especially at early ages, the proposed model includes aging effect by terms of the porosity as well as the humidity of concrete.

• Journal of Soil and Groundwater Environment
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• v.8 no.4
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• pp.21-26
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• 2003

Hwang and Powers (2003) developed a simple model for estimating water retention characteristic (WRC) directly from particle-size distribution (PSD) data, by applying a lognormal distribution law to both PSD and pore-size distribution. The objective of this work was to determine if the performance of the model developed by Hwang and Powers (2003) would be affected by soil texture. The results of this research proved that the performance of the model was indeed affected by soil texture. In particular, its performance diminished with increases in the fine particle fractions. Also, the nonlinear model, which assumes a nonlinear relation between particle-size and pore-size, performed better than the linear model, regardless of soil texture classes.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.305-306
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• 2010

Recently, concrete have been used not only for structural purpose but also for various other purposes. The goal of this research is to develop porous and pervious light-weight concrete in order to apply to filters, which primarily treats rain water. Because Porous and pervious light-weight concrete is discontinuum with large amount of porosity, its physical characteristic is completely different from that of ordinary concrete. The basic properties such as the change in porosity rate depending on mixing proportion and the mechanical characteristics of porous and pervious light-weight concrete were experimentally evaluated.