• Journal of the Korean Society for Nondestructive Testing
• /
• v.27 no.2
• /
• pp.134-141
• /
• 2007

A series of experimental work has been conducted to evaluate the capability of microstrip patch antenna system in detecting delamination in fiber reinforced Plastic (FRP) sheet reinforced concrete. For that purpose, a prototype microstrip patch antenna was developed with 15 GHz center frequency and 1 GHz bandwidth. For the comparison, a horn antenna with 15 GHz center frequency and 10 GHz bandwidth was used for the measurements of the same specimens. The laboratory sire specimens have the dimensions of 600 mm (length) $\times$ 600 mm (width) $\times$ 50mm (thickness) with a series of delaminations of 300 mm (length) $\times$ 300mm (width) $\times$ 5, 10, 15 mm (thickness). FRP of 1.5 mm thickness and epoxy of 3 mm thickness were placed on the top of artificially created delamination to represent actual FRP reinforced concrete condition. In all cases, the delamination has deen successfully identified. Also, it was shown that imaging results in microstrip patch antenna were improved by signal processing.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2020.06a
• /
• pp.239-239
• /
• 2020

상수관망은 수용가에게 용수를 공급하는 사회기반시설물로, 용수를 공급하는 과정에서 관내에 이물질, 스케일 등의 생성은 불가피하다. 관로 변경, 단수로 인한 비상시 용수 공급 등의 유향 및 유속이 변화가 발생할 경우 스케일이 박리되어 적수사고 등의 수질문제가 발생 할 수 있으며, 이에 사전에 스케일을 제거 할 필요성이 있다. 스케일을 제거하기 위해서는 주기적인 관세척이 필요하며, 대표적인 공법으로는 플러싱공법이 있다. 현재까지 플러싱공법에 대한 연구는 실험을 통한 적용 권장 기준으로 진행되어 왔으나, 실제 상수관망에서 적용권장 기준을 확보하기 위한 방안에 대한 연구는 미흡한 실정이다. 플러싱공법의 대표적은 종류는 재래식 플러싱공법과 단방향 플러싱공법이 있다. 재래식 플러싱공법은 제수밸브를 조작하지 않는 방법으로, 모든 소화전에서 용수를 방출하는 공법이다. 단방향 플러싱공법은 제수밸브를 조작하여, 일정한 방향으로 요수를 방출하는 공법이다. 단방향 플러싱공법은 재래식 플러싱공법보다 유속확보 측면에서 유리하여 관로 세척을 위한 유량 및 유속 확보가 용이하다. 단방향 플러싱공법을 적용하기 위해서는 관로의 유속을 확보하기 위해 세척구역 정의하는 것이 필요하다. 이에 본 연구에서는 세척구역 정의를 통한 플러싱공법 적용 방안을 제안하고자 한다. 세척구역은 크게 3단계로 구분한다. 먼저 블록단위의 세척순서를 결정하고, 블록 내 관망 세척구역을 결정한다. 이때 관로의 관경, 곡선구간, 세척구역의 길이를 고려하여 세척구역을 정의한다. 마지막으로 결정된 세척구역을 제수밸브의 위치, 조작 횟수에 근거하여 세척순서를 결정한다. 본 연구를 통해 실제 상수관망 플러싱공법 적용 절차 수립에 기여할 수 있다.

• Journal of Conservation Science
• /
• v.29 no.4
• /
• pp.407-420
• /
• 2013

The stone sculptures in Gyeongbokgung Royal Palace are mainly composed of granite (884 sculptures, 96.7%) and marble (25 sculptures, 2.7%) that originated in several different quarries. Main deterioration forms are crack (24%), break-out (21%), exfoliation (36%), granular disintegration (9%) and blackening (20%). Crack and break-out are dominant contributors to high physical deterioration degree, and blackening is major weathering form of intensive discoloration. The Gyeonghoeru, Geunjeongjeon and Pumgyeseok areas require urgent and high conservation maintenance with short-term periodic monitoring since proportions of 3-grade deterioration were calculated higher than others as 55% for Gyeonghoeru, 29% for Geunjeongjeon, 11% for Pumgyeseok area. The Pumgyeseok (officials' rank stone), especially, needs intervention for protective facility due to its material vulnerability to weathering in outdoor environment.

• Journal of Ocean Engineering and Technology
• /
• v.10 no.4
• /
• pp.118-127
• /
• 1996

Flow patterns of fluid flow in dividing trbe were visualized, and the energy losses due to dividing were measured in laminar dividing flow of the viscoelastic fluid and its solution in tube junctions with dividing angles of $90^{\circ}$, $60^{\circ}$, $65^{\circ}$ and $15^{\circ}$. Two separation zones were observed. swelling of the streamline to the main tube or to lateral tube was observed. The sizes of the separation zones depend on the Reynolds number, the dividing angle and the dividing flow rate. The energy loss coefficients decrease with increasing Reynolds number, but their decreasing rate decreases with increasing Reynolds number as the sizes of the separation zone increase. The effect of dividing angle on the energy loss coefficients and separation is greater for main tube than for the lateral tube.

• Journal of Conservation Science
• /
• v.28 no.2
• /
• pp.153-164
• /
• 2012

The major petroglyphs of Bangudae site were composed mainly of hornfelsed shale. Surface of the rock was formed weathering layer (average porosity 25%) that discriminated mineral and chemical composition against fresh rock (average porosity 0.4%). The lost area of major petroglyphs in the past up images carved to the present was calculated about 23.8%. And occurrence area of exfoliation indicated 1.2% of the whole petroglyphs. As a result of the chromaticity analysis, color of the major petroglyphs was changed brighter and yellower than fresh rock by chemical and biological weathering factors. Average ultrasonic velocity of petroglyphs was measured 2,865m/s. This result indicated that ultrasonic velocity decreased especially bottom of petroglyphs than measured result in 2003 year. The results of the evaluation for slope stability, it identified the possibility of toppling, planar and wedge failure in host rock. The 3D image analysis and modeling data of the cavern obtained for structural reinforcement.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2015.08a
• /
• pp.238.1-238.1
• /
• 2015

2차원 탄소나노재료인 그래핀은 본연의 우수한 물성으로 인하여 전자소자, 에너지 저장매체, 유연성 전도막 등 다양한 분야로의 응용가능성이 제기되었다. 그러나 실제적인 응용을 위해서는 그래핀의 구조적인 결함을 최소화하며, 특성을 자유로이 제어하거나 향상시키는 공정의 개발이 필요하다. 일반적으로 화학적 도핑은 그래핀의 전기적 특성을 제어하는 효율적인 방법으로 알려져 있다. 화학적 도핑의 방법으로는 그래핀을 특정 가스 분위기에서 고온 열처리하거나 활성종들이 존재하는 플라즈마에 노출시킴으로써, 그래핀을 구성하는 탄소원자를 이종원자로 치환하거나 표면에 흡착시켜 기능화 된 그래핀을 얻는 방법 등이 제시되었다. 특히 플라즈마를 이용한 도핑방법은 저온에서 단시간의 처리로 효율적인 도핑이 가능하고, 인가전력, 처리시간 등의 플라즈마 변수를 변경하여 도핑정도를 수월하게 제어할 수 있다는 장점을 가지고 있다. 그러나 플라즈마 내에 존재하는 극성을 띄는 다양한 활성종들로 인하여 그래핀에 구조적인 결함을 형성하여 오히려 특성이 저하될 수 있어 이를 고려한 플라즈마 공정조건의 설정이 필수적이다. 따라서 본 연구에서는 플라즈마에 노출된 그래핀의 Raman 특성을 고찰함으로써 화학적 도핑과 구조적인 결함의 경계를 확립하고 구조결함의 형성을 최소화한 효율적인 도핑조건을 도출하였다. 고품질 그래핀은 물리적 박리법을 이용하여 300 nm 두께의 실리콘 산화막이 존재하는 실리콘 웨이퍼 위에 제작하였으며, 평행 평판형 직류 플라즈마 장치를 이용하여 전극의 위치, 인가전력, 처리시간을 변수로 암모니아(NH3) 플라즈마를 방전하여 그래핀의 Raman 특성변화를 관찰하였다. 그래핀의 구조적 결함 및 도핑은 라만 스펙트럼의 D, G, D', 2D밴드의 강도비와 G밴드의 위치와 반치폭(Full width at half maximum; FWHM)의 변화를 통해 확인하였다. 그 결과, 인가전력과 처리시간이 증가함에 따라 그래핀의 도핑레벨이 증가되고, 이후에는 도핑효과가 없어지고 결함의 정도가 상승하는 천이구역이 존재하며, 이를 넘어서는 너무 높은 인가적력의 처리는 그래핀에 결함을 형성하여 구조적인 붕괴를 야기함을 확인하였다.

• Journal of the Korea Institute of Building Construction
• /
• v.17 no.6
• /
• pp.545-557
• /
• 2017

The study is about the efficient alternative to concrete surface in the field of visual inspection technology for deteriorated infrastructure. By combining industrial drones and deep learning based image analysis techniques with traditional visual inspection and research, we tried to reduce manpowers, time requirements and costs, and to overcome the height and dome structures. On board device mounted on drones is consisting of a high resolution camera for detecting cracks of more than 0.3 mm, a lidar sensor and a embeded image processor module. It was mounted on an industrial drones, took sample images of damage from the site specimen through automatic flight navigation. In addition, the damege parts of the site specimen was used to measure not only the width and length of cracks but white rust also, and tried up compare them with the final image analysis detected results. Using the image analysis techniques, the damages of 54ea sample images were analyzed by the segmentation - feature extraction - decision making process, and extracted the analysis parameters using supervised mode of the deep learning platform. The image analysis of newly added non-supervised 60ea image samples was performed based on the extracted parameters. The result presented in 90.5 % of the damage detection rate.

• Journal of Korea Water Resources Association
• /
• v.51 no.12
• /
• pp.1273-1284
• /
• 2018

The flow and bed change were analyzed using the CCHE2D model, which is a two-dimensional numerical model, at a confluence of the Namhan River and Seom River where deposition occurs predominantly after the "Four Major Rivers Restoration Project." The characteristic of the junction is that the tributary of Seom River joined into the curved channel of the main reach of the Namhan River. The CCHE2D model analyzes the non-equilibrium sediment transport, and the adaptation lengths for the bed load and suspended load are important variables in the model. At the target area, the adaptation length for the bed load showed the greatest influence on the river bed change. Numerical simulation results demonstrated that the discharge ratio ($Q_r$) change affected the flow and bed change in the Namhan River and Seom river junction. When $Q_r{\leq}2.5$, the flow velocity of the main reach increased before confluence, thereby reducing the flow separation zone and decreasing the deposition inside the junction. When $Q_r$>2.5, there was a high possibility that deposition would be increased, thereby forming sand bar. Numerical simulation showed that a fixed sand bar has been formed at the junction due to the change of discharge ratio, which occurred in 2013.

• Journal of Korea Water Resources Association
• /
• v.55 no.spc1
• /
• pp.1251-1260
• /
• 2022

Recently, due to the deterioration of watermains and the detachment of scale which is accumulated on the watermain surface, water quality accidents in a water supply network occur frequently. As scale accumulated on watermains is stabilized, it may not cause water quality accidents under the normal operating condition. However, due to water hammer or transient flow caused by the abrupt velocity and/or direction of flow change, it can be detached from the watermain surface resulting in water quality accidents. To prevent these kinds of water quality accidents, it is required to remove scale by watermain cleaning regularly. Many researches about flushing which is the most popular water cleaning method are focused on the desirable velocity criteria and the cleaning condition to accomplish the effect of flushing whereas less amount of research effort is given to develop a method to consider whether the desirable velocity for flushing can be obtained before flushing is performed. During flushing, the major and minor headloss is occurred when flushing water flows through a hydrant or drain valve. These headloss may slow down the velocity of flushing water so that it can reduce the flushing effect. Thus, in this study, we suggest a method to simulate the flow velocity of flushing water using "MinorLoss Coefficient" and "Emitter Coefficient" in EPANET. The suggested method is applied to a sample network and the water supply network of "A" city in Korea to compare the flushing effect between "flushing through a hydrant" and "flushing through a drain valve". In case of "flushing through a hydrant", if the hydraulic condition ocurring from a watermain pipe connecting to the inlet pipe of a hydrant to the outlet of a hydrant is not considered, the actual flowrate and velocity of a flow is less than the simulated flowrate and velocity of a flow. In case of "flushing through a drain valve", the flushing velocity and flowrate can be easily simulated and the difference between the simulated and the actual velocity and flowrate is not significant. Also, "flushing through a drain valve" is very effective to flushing a long-length pipe section because of its efficiency to obtain the flushing velocity. However, the number and location of a drain valve is limited compared to a hydrant so that "flushing through a drain valve" has a limited application in the field. For this reason, the engineer should consider various field conditions to come up with a proper flushing plan.