• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1845-1849
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• 2009

하천 유량자료의 중요성이 커짐에 따라 기존 유량측정 기법의 정확도를 향상시키는 기술개발이 필요하다. 자동유량측정은 기존 유량측정방법의 한계를 극복하기 위해 많은 개발이 이루어 졌다. 최근 초음파 유량계와 더불어 자동 유량 측정 방법으로 널리 사용되고 있는 기법이 유속지수법(index velocity method)이다. 유속지수법은 기존의 수위-유량관계식이 수위만을 변수로 이용하여 발생되는 한계를 극복하기 위해 유속을 추가적인 지수로 이용하여 유량을 산정하는 방법이다. 본 연구에서는 유속지수법의 적용을 위해 연속적인 유속, 수위 측정이 가능한 측방형 (side-looking) Acoustic Doppler Velocity Meter(ADVM)을 괴산댐 하류에 설치·운영하고 그 결과를 이용하여 유량을 산정하는 방법을 개발하였다. 2005년부터 2008년까지 유속지수법에 의해 산정된 유량 자료의 상대오차는 댐방류량에 비해 각각 평균 5.2%, 6.7%, 6.5%, 6.5%로 나타났다. 기존의 수위-유량 관계식에 의해 산정된 유량 자료가 댐 방류량에 비해 각각 평균 9.9%, 28.6%,34.0%, 54.2%로 나타난 것과 비교한다면 상당히 높은 정확도를 보였으며, 시간에 따른 오차 발생이 적어 운영에 효율적인 것으로 판단된다. 이와 같은 유속지수법을 하천 유량 측정에 적용한다면 보다 정확한 유량을 연속적으로 자동화하여 측정할 수 있을 것으로 기대된다.

• Journal of Biosystems Engineering
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• v.20 no.2
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• pp.162-172
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• 1995

The ventilation in greenhouse have been important for such as adjustment of temperature, supplying of the oxygen, prevention of the overhumidity, density adjustment of $CO_2$, discharge of harmfulness gas, etc. However, the general ventilation which had been used the quantitative control method in discharge of a property of air mechanism in greenhouse, and caused mainly in waste of the heating energy and growth obstacle of the vegetable. Therefore, this study was peformed to obtain more scientific ventilation method using by analysis and measurement of the isothermal lines according to opening of window ventilation in greenhouse, and the results are summarized as follows. 1. The ventilating amount was more influenced by rather opening amount of window than the ventilating time. 2. In window ventilation, the temperature in greenhouse was mostly changed within 5 minutes after ventilating not regard to the spot of opening, after about 10 minutes temperature became to equilibrium state under the respective ventilating conditions. 3. In opening of the skylight only, isothermal lines were complicated, therefore, a tall vegetable may be possible to damage by a cold-weather from the lower central port in greenhouse. 4. Isothermal lines were a tendency to simply in opening of a side window that may be more effective ventilation in kinds of the short vegetable. 5. In conditions of internal temperature>setting temperature>external temperature, a skylight can be suitable to open 10~20cm in order to the optimum ventilation in greenhouse. 6. In conditions of internal temperature>external temperature>setting temperature, opening of all the windows or both the side windows that can be suitable in order to obtain the optimum ventilation in greenhouse. 7. An effect of ventilation was the most excellent to open of all the windows or both the side windows, and it were also found orderly excellent to open of the side window and the skylight or the skylight only, to open of the side window only. 8. Temperature was varied as the equation of T=Tc+ (To-Tc)e-at, and the ranges of (a) values were limited within 0.34~0.68. 9. A variations of humidity were similar to that of temperature, s.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2022.05a
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• pp.288-290
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• 2022

As part of the SOC digitization for smart water management and flood prevention, the government reported that automatic and remote control system for drainage facilities (180 billion won) to 57% of national rivers and established a real-time monitoring system (30 billion won). In addition, they were also planning to establish a smart dam safety management system (15 billion won) based on big data at 11 regions. Therefore, research is needed for smart water management and flood prevention system that can accurately calculate the flow rate through real-time flow rate measurement of rivers. In particular, the most important thing to improve the system implementation and accuracy is to ensure the accuracy of real-time flow rate measurements. To this end, radar sensors for measuring the flow rate of electromagnetic waves in the United States and Europe have been introduced and applied to the system in Korea, but demand for improvement of the system continues due to high price range and performance. Consequently, we would like to propose an improved flow rate measurement and flood forecast system by developing a radar sensor for measuring the electromagnetic surface current meter for real-time flow rate measurement.

• Water for future
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• v.15 no.3
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• pp.23-36
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• 1982

The stochastic variations and structures of time series data on water quality were examined by employing the techniques of autocorrelation function, variance spectrum, Fourier series, autoregressive model and ARIMA model. These time series included hourly and daily observation on DO, turbidity, conductivity pH and water temperature. The measurement was made by automatic recording instrument at Noryangjin and Dook-do located in the downstream part of Han River during 1975 and 1976. Hourly water quality time series varied with the dominant 24-hour periodicity, and the 12-hour periodicity was also observed. An important factor affecting 24-hour periodic variation of DO is believed to be photosynthesis by algae. These phenomena might be attributable to periodic discharges of municipal sewage. Noryangjin site showed the more distinct 12-hour periodicity than Dook-do site did, and tidal effect might be responsible for the difference. The water quality, as measured by DO and turbidity, was better in the afternoon compared with the quality in the morning. This change can be explained by the periodic variation of DO, temperature and the amount of municipal wewage discharge. It was also observed that the water temperature at Noryangjin was higher than the temperature at Dook-do. This difference might have been caused by the pollutants that were added to the section between two sites. The correlation coefficients between some of the variables were fairly high. For example, the coefficient was -0.88 between DO and water temperature, 0.75 between turbidity and river flow, and 0.957 between water temperature and air temperature. The lag time of heat transfer from the air to the water was estimated as 24 days. The first order auto-regressive model was appropriate for explaning standardized hourly DO time series. The ARIMA model of (1, 0, 0) type provided relatively satisfactory results for daily DO time series after the removal of significant harmonic value.

• Journal of the Ergonomics Society of Korea
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• v.31 no.3
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• pp.421-426
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• 2012

As headlamp technology advances, newly developed various headlamps were introduced in the market. The objective of this study is to quantitatively analyze the detection distance of the recently developed LED headlamps and existing headlamps, complying with specific technical standard. Background: The detection distance of headlamps is very important to prevent automobile accident at night time. The studies of detection distance of LED, Halogen and HID headlamp have been conducted, but no study has shown the detection distance of pedestrian target with various colors (Black, White, Blue). Method: The experiment of detection distance was conducted with 30 people, which divide into 2 groups as 15 men and 15 women. Automatic transferable target on the rail was manufactured in order to reduce the error of study's result, and ANOVA also conducted to analyze the main effect with sign color, sex and headlamp classified by detection distance. In addition, the luminance by average detection distance was measured as well. Results: The detection distance of headlamps was HID > LED > Halogen. The luminance measure of LED headlamp was lower than HID and Halogen headlamps. Conclusion: The headlamp performs a very significant role for safety at night time but it needs to be improved through assessment of visual characteristics. Also, it needs to be suggested the need of test method for dynamic detection distance concerning technical development is suggested.

• Water for future
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• v.29 no.2
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• pp.129-141
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• 1996

A procedure for computing total suspended sediment load is presented based on a single point-integrated sample, a power velocity distribution, and Laursen's sediment concentration distribution equation. The procedure was tested with field data from the Rio Grande River. Computed concentrations agreed well with depth-integrated measurements corrected for unmeasured load using nominal values of $\beta$, $\kappa$ and w. Even better agreement was obtained when site-specific data were used to define the x and z exponents of the velocity and concentration distributions. The difference between total suspended load computed using a single measurement and this procedure and conventional computations based on depthintegrated measurements is well within sampling error. There are major advantages in estimating total suspended load using a single time-integrated suspended-sediment point sample. Less field time is required; sampling costs are greatly reduced; and sampling can be more frequent and better timed to measure the changing sediment load. Single-point sampling makes automatic sampling procedures more feasible.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.82-82
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• 2019

최근 사물인터넷 등의 IT기술의 발전과 함께 수리 계측 분야에서도 자동 유속 및 유량 측정장비들에 대한 연구와 적용이 활발하게 진행되고 있다. 하지만 최근 개발된 자동 유속 측정 장비들은 설치가 어려울 뿐만 아니라 비용이 많이 들기 때문에 쉽게 적용하기가 어려워 극히 소수의 지점에서만 운영 중에 있으며 전국 2만2,823개소에 달하는 소하천에 적용하기에는 무리가 있다. 이와 같은 문제점들을 해결하기 위해 보다 간편하고 경제적인 유속 측정 방법으로 주목을 받고 있는 방법이 표면영상유속계이다. 표면영상유속계는 일반 동영상 촬영 장비와 분석 소프트웨어만 있으면 유속을 측정할 수 있기 때문에 매우 경제적이고, 비접촉식으로 유속을 측정하기 때문에 흐름에 방해를 주지 않을뿐만 아니라 홍수 시 유속 측정의 위험성을 최소화 할 수 있다는 장점이 있어, 유량과 수위가 급격하게 변하는 국내 소하천의 유량측정에 적절하게 대응할 수 있다는 장점이 있다. 이에 본 연구에서는 기존의 표면영상유속계를 실시간 자동유량계측이 가능하도록 시스템화 하여 개선하였다. CCTV 기반의 실시간 소하천 자동유량계측 시스템의 구성은 CCTV, 초음파수위계, 현장제어함체 및 조명으로 구성되어 있고, 현장제어함체에는 CCTV 영상분석 S/W가 설치되어 있으며, 실시간으로 산정한 유속자료와 초음파수위계로 측정한 수위자료를 이용하여 유량을 자동으로 산정하도록 개발하였다. 또한 울주군에 위치한 중선필천에 설치하여 적용성 여부 및 현장검증을 실시하였으며, 2018년 홍수사상에 대한 유량계측을 실시한 결과 표면영상만으로 소하천의 유속을 매우 짧은 시간에 계측할 수 있어 소하천의 급격한 유량 변화를 매우 안정적으로 계측하여 온전한 홍수 사상을 확보 할 수 있었다. 또한, 현장 계측 인력 없이도 CCTV 영상으로 현장상황을 파악할 수 있어 홍수대응 지원도 가능한 장점이 있음을 확인하였다.

• The Journal of the Convergence on Culture Technology
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• v.9 no.3
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• pp.727-730
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• 2023

The operation of electric automatic windows is used in harsh environments, and the energy density decreases as charging and discharging are repeated, and as soundness deteriorates due to damage to the internal separator, the vehicle's mileage decreases and the charging speed slows down, so about 5 to 10 Batteries that have been used for about a year are classified as waste batteries, and for this reason, as the risk of battery fire and explosion increases, it is essential to diagnose batteries and estimate SOH. Estimation of current battery SOH is a very important content, and it evaluates the state of the battery by measuring the time, temperature, and voltage required while repeatedly charging and discharging the battery. There are disadvantages. In this paper, measurement of discharge capacity (C-rate) using a waste battery of a Tesla car in order to predict SOH estimation of a lithium-ion battery. A Support Vector Machine (SVM), one of the machine models, was applied using the data measured from the waste battery.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.242-246
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• 2006

최근 들어 전 세계적으로 유량측정 분야의 큰 변화의 방향은 자동화이다. 전자, 전기 기술과 정보통신 기술의 발달을 유량측정 분야에 적용하여 자동적으로 유량측정을 수행하고 실시간으로 모든 유량자료를 수집하는 시스템을 구성하려는 연구가 활발하게 진행중이다. 최근에 초음파 유량계와 더불어 자동 유량측정 기법으로 각광을 받고 있는 기법이 유속지수법(index velocity method)이다. 유속지수법의 원리는 매우 간단하다. 수위 기록을 통하여 수위-면적 관계로부터 흐름 단면적을 구하고, 임의의 영역에서 측정된 유속이 단면 평균 유속으로 환산될 수 있다면, 흐름 단면적과 평균 유속에 의해 연속적으로 유량을 구할 수 있다. 유속지수법에서 가장 중요한 것이 전체 평균 유속을 대표할 수 있는 유속지수를 정확하고 효율적으로 측정하는 것이다. 유속지수법에 의한 연속 유량측정 목적으로 최근에 ADVM(Acoustic Doppler Velocity Meter)이 개발되어 이용되고 있다. ADVM은 수중에 초음파를 발사해서 산란체에서 반사되어 돌아오는 초음파의 주파수 편이, 즉 도플러 효과를 이용하여 유속을 측정하는 유속계이다. 본 연구에서는 ADVM을 괴산댐 하류에 위치한 시험하천에 설치하여, 유속지수법에 의한 유량측정기법을 적용하고 그 특성을 분석하였다. 유속지수법으로 측정된 유량을 괴산댐 방류량과 비교한 결과 평균 4.0%의 상대오차를 지니고 있어 비교적 정확한 연속 유량측정이 가능한 것으로 나타났다. 이와 같은 유속지수법을 하천 유량측정에 활용하면 보다 정확한 유량을 연속적으로 자동화하여 측정할 수 있을 것으로 기대된다.연계모형의 한계로 인하여 두 모형의 통합모형이 필요하다. 즉, 강우 혹은 월류유량으로 발생한 지표유량 중 일부분이 과부하가 발생하지 않는 유입구 지점을 통과할 때 배수시스템으로 유입되는 것을 고려할 수 있고, 유입된 유량은 배수시스템 내의 흐름에 반영되도록 배수시스템과 침수해석모형을 통합한 모형 개발이 필요하다. 그러기 위해서는 지표면과 배수시스템에 대한 수리학적 관계를 정립하여야 한다. 본 연구에서는 배수시스템 해석 모형과 도시침수해석 모형을 통합하고, 두 모형간의 유량의 전송과정을 수리학적 관계를 고려한 dual-drainage 도시침수해석모형을 개발하였다. 이를 위해 도시지역 배수시스템 해석 모형으로 널리 이용되고 있는 SWMM모형을 이용하여 지표면으로의 월류량을 산정하고 유입된 지표유량에 대해서 배수시스템에서의 흐름해석을 수행하였다. 그리고, 침수해석을 위해서는 2차원 침수해석을 위한 DEM기반 침수해석모형을 개발하였고, 건물의 영향을 고려할 수 있도록 구성하였다. 본 연구결과 지표류 유출 해석의 물리적 특성을 잘 반영하며, 도시지역의 복잡한 배수시스템 해석모형과 지표범람 모형을 통합한 모형 개발로 인해 더욱 정교한 도시지역에서의 홍수 범람 해석을 실시할 수 있을 것으로 판단된다. 본 모형의 개발로 침수상황의 시간별 진행과정을 분석함으로써 도시홍수에 대한 침수위험 지점 파악 및 주민대피지도 구축 등에 활용될 수 있을 것으로 판단된다. 있을 것으로 판단되었다.4일간의 기상변화가 자발성 기흉 발생에 영향을 미친다고 추론할 수 있었다. 향후 본 연구에서 추론된 기상변화와 기흉 발생과의 인과관계를 확인하고 좀 더 구체화하기

• Journal of The Korean Society of Agricultural Engineers
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• v.65 no.5
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• pp.51-68
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• 2023

Due to the recent integrated water management policy, it is important to identify a reliable supply amount for establishing an agricultural water supply plan. In order to identify the amount of agricultural water supply, it is essential to calculate the discharge by measuring the water level and flow velocity of reservoirs and canal agricultural water, and quality control to ensure reliability must be preceded. Unlike agricultural reservoirs, canal agricultural water are more sensitive to the surrounding environment and reservoir irrigation methods (continuous, intermittent irrigation, etc.), making it difficult to estimate general water level patterns and at the same time a lot of erroneous data. The Korea Rural Community Corporation is applying a filter technique as a quality control method capable of processing large quantities and real-time processing of canal agricultural water level data, and applicability evaluation is needed. In this study, the types of errors generated by the automatic water level measurement system were first determined. In addition, by using the manual quality control data, a technique with high applicability is derived by comparing and analyzing data calibrated with Gaussian, Savitzky-Golay, Hampel, and Median filter techniques, RMSE, and NSE, and the optimal parameters of the technique range was derived. As a result, the applicability of the Median filter was evaluated the highest, and the optimal parameters were derived in the range of 120min to 240min. Through the results of this study, it is judged that it can be used for quantitative evaluation to establish an agricultural water supply plan.