• 대한공업교육학회지
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• v.31 no.1
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• pp.211-225
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• 2006

Gabion can be used for the purpose of preventing overflow of river and side loss of road. However the manufacturing process of the gabion is manually controlled especially to the joining process at the terminal part of gabion with small diameter wire. In this paper automatic feeding guide system was designed and fabricated to make automation. The fabricated system was tested in the factory level. Pneumatic system was considered as the main idea of the feeding system. 3/2-way and 5/2-way manual control valve, eight double-acting cylinders were used. The system took 46.48 seconds during a cycle. Additional environmental noise and vibration were not detected when the machine operated at the working area. Based on the theoretical simulation and actual test the fabricated system was well controlled. The system was applied to the patent in 2006.

• Journal of the Korean GEO-environmental Society
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• v.12 no.9
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• pp.79-87
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• 2011

This study conducted the research on the method of grouting quality management and the improvement effect by applying grouting construction's quality management technology to automatic injection management equipment through measure of liquefaction based on the case of reinforcement applying grouting at the region where liquefaction happened at section 12 site of highway construction. The pressure(p), speed(q), grouting penetration radius(R) value from injection pressure, injection speed, characteristics of grain size, and characteristics of viscosity through p-q-t chart analysis was applied to the automatic grouting system which could improve the quality management of grouting. Standard penetration test results after injection showed that N values represented 5-20 and the prevention of liquefaction became possible.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.482-482
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• 2021

자동유량측정시스템은 하천 유량을 실시간으로 측정하기 위한 수문조사시설로 전국 하천 64개 주요 지점에 설치·운영 중이며 실시간으로 운영되는 시스템의 특성상 내·외부 요인으로 인해 자료의 결측이 발생할 수 있다. 주요 결측 요인으로는 계측장비의 고장 및 오작동, 낙뢰로 인한 전원부문제, 시스템 컨트롤러 단순 오류 등이며, 현재 이로 인해 결측이 발생한 경우 현장 방문을 통한 조치 외에는 복구가 불가한 실정이다. 본 연구에서는 현장 유지관리 개선을 통해 자료 결측 최소화 방안을 마련하고자 최근 5년간(2015년~2019년) 수행된 유지관리 점검내역을 검토하였다. 현장 유지관리는 정기적으로 수행되는 정기점검, 수중점검과 장애 발생 시 수행되는 현장점검으로 구분되며 최근 5년간 수행된 점검(1,735회) 중 정기적인 점검을 제외한 현장점검의 경우 총 764회(46%) 수행된 것으로 나타났으며 현장점검 중 유지관리 방법 및 장비 개선 적용 사례를 통해 최소 1일~3일 소요되던 점검 시간이 즉시 조치가 가능한 것으로 나타났다. 시스템 확대 및 기존 장비의 노후로 현장점검은 지속적으로 증가하고 있으며 최근 사회적 상황을 고려하였을 때 사물인터넷(IoT)을 활용한 시설물 개선 등으로 비대면 점검 수행이 가능해짐에 따라 점검 소요시간을 단축하여 보다 효율적인 시설물 운영, 예산 절감, 자료의 연속성 확보 등이 가능할 것으로 판단된다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.7 no.2
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• pp.153-163
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• 2005

This paper presents two case studies for tunnelling in Bangkok: a subway tunnel site and a flood diversion tunnel site. The first case study is related to ground displacement response for dual tunnel Bangkok MRT subway. The MRT subway project of Bangkok city consists of dual tunnels about 20 km long with 18 subway stations. The tunnels are seated in the firm first stiff silty clay layer between 15-22 m in depth below ground surface. The behavior of ground deformation response based on instrumentation is presented. The back analysis based on plain strain FEM analysis is also presented and agrees with field performance. The shear strain of FEM analysis is in the range of 0.1-1% and in accordance with the results of self boring pressuremeter tests. Meanwhile, the second case study is related to the EPB tunnelling bored underneath through underground obstruction. The Premprachakorn flood diversion tunnel is the shortcut tunnel to divert the flood water in rainy season into the Choapraya river. The tunnel was bored by means of EPB shield tunnelling in very stiff silty clay layer at about 20-24 m in depth. During flood diversion tunnel bored underneath the existing Bangkok main water supply tunnel and pile foundation of the bridge, instrumentation was monitored and compared with predicted FEM analysis. The prevention risk potential by means of predicting damage assessment is also presented and discussed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.43 no.3
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• pp.321-335
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• 2023

Monitoring sediment loads in natural rivers is the key process in river engineering, but it is costly and dangerous. In practice, suspended loads are directly measured, and total loads, which is a summation of suspended loads and bed loads, are estimated. This study proposes a real-time sediment discharge monitoring system using the horizontal acoustic Doppler current profiler (H-ADCP) and support vector regression (SVR). The proposed system is comprised of the SVR model for suspended sediment concentration (SVR-SSC) and for total loads (SVR-Q_TL), respectively. SVR-SSC estimates SSC and SVR-Q_TL mimics the modified Einstein procedure. The grid search with K-fold cross validation (Grid-CV) and the recursive feature elimination (RFE) were employed to determine SVR's hyperparameters and input variables. The two SVR models showed reasonable cross-validation scores (R²) with 0.885 (SVR-SSC) and 0.860 (SVR-Q_TL). During the time-series sediment load monitoring period, we successfully detected various sediment transport phenomena in natural streams, such as hysteresis loops and sensitive sediment fluctuations. The newly proposed sediment monitoring system depends only on the gauged features by H-ADCP without additional assumptions in hydraulic variables (e.g., friction slope and suspended sediment size distribution). This method can be applied to any ADCP-installed discharge monitoring station economically and is expected to enhance temporal resolution in sediment monitoring.

• Proceedings of the Korean Geotechical Society Conference
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• 1999.10a
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• pp.103-108
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• 1999

This paper describes development of a new automated real-time system which preforms measurement data reduction and management, geotechnical backanalysis, and feedback design for embankment construction on soft ground. Such a system can be an effective, useful and economical tool for managing a large site development on soft ground. The system consists of data base system to characterize soil properties and identify instrumentation, analysis system for ground behavior and stability coupled with automatic monitoring system, and feedback design system which is a new technique to reflect the analysis of measured ground behavior against original design.

• Journal of the Korean Society for Precision Engineering
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• v.18 no.6
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• pp.27-36
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• 2001

본고에서는 고정도 제품을 생산하는 연삭기에 대해 가공물 및 연삭 공구인 연삭 숫돌을 기상에서 측정하기 위한 여러 가지 방법들을 소개하였고 일부는 적응 예를 기술하였다. 소개된 기상 측정장치들은 특히 반복 공정이 필요한 연삭 현장에서 생산성 향상을 위해 유용하게 활용될 수 있을 것으로 생각된다. 그러나 관련 연구가 지속된다면 연삭기의 작업조건 자동 설정, 연삭 상태 진단 등, 연삭기의 지능화에도 적극적으로 응용될 수 있을 것으로 기대된다.

• Journal of The Korean Society of Agricultural Engineers
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• v.54 no.1
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• pp.109-114
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• 2012

Stage-discharge relationship is applied to convert water level into discharge at the auto-measuring station in many irrigation canals. The stage-discharge curve is very important for reliable application for the agricultural water management system. We made results of discharge measurement at 18 stations in the irrigation canal nearby the Idong reservoir from 2010 to 2011. Stage-discharge relationships for each 18 stations were drawn considering of different hydraulic and geometrical characteristics at each stations. R-squared over 0.91 at each stations show high reliability for application of these relationships.

• Journal of the Korean Operations Research and Management Science Society
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• v.16 no.2
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• pp.79-79
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• 1991

This paper presents an automated visual inspection/measuring system for the door inner panel manufacturing process. The main objective of this research is to develop inspection applications with a machine vision system related to the determination or quantification of parameters such as dimension, shape, quality of surfaces, number of holes in a panel, and presence or absence of specific features. For quality measurements, we showed a subpixel image processing technology that will improve the consistency of results and level of precision. Also presented is a data analysis method th detect process shifts so that corrective action can be undertaken before more defective units are manufactured.

• Proceedings of the Korea Contents Association Conference
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• 2003.05a
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• pp.260-267
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• 2003

우리나라의 물의 공급을 위한 수도역사가 1백년을 넘어서고 있는데 반해 전체 물 생산량은 60％에서 70％ 초반에 머물고 있는 실정이다. 99년 기준 1일 평균생산 f한 물 432만 7천톤에서 요금 부과한 물의 양은 295만 1천톤으로 137만 6천톤이 증발한 것이다. 이를 금액으로 환산하면 천문학적인 것으로 다른 표현으로 유수율이 현저히 낮은 것이다. 이렇게 유수율이 현저히 떨어지는 요인에는 시설물 관리의 어려움과 자원 및 세수관리의 어려움으로 나누어 볼 수 있는데, 본 연구에서는 상기의 문제점들을 해소하기 위한 방안의 하나로 무선통신 기술을 이용한 효율적인 시설물 관리 및 검침 방안을 제시함으로써 유수율 제고 및 누수율 감소를 위한 대책을 제시함으로서 무선검침시스템의 안정성과 계측의 정확성 및 신뢰성에 대한 검증을 위해 충북 청주시 상당구 우암동 일부 지역을 선정하여 1시간 마다 자동 검침을 통해 효율적 검침 가능 여부와 설치 대비 경제성 등을 알아보기 위해서 실시하였다.