• 한국습지학회지
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• 제14권4호
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• pp.637-644
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• 2012

습지 생태계 및 하천에서 가장 중요한 요소인 유량의 산정은 항상 중요한 관심사였다. 이러한 유량의 산정은 그동안 수위유량 관계곡선에 의존하여 왔으나 수위와 유량만의 관계를 이용하는 수위-유량곡선의 한계점은 널리 알려져 있다. 따라서 본 논문에서는 개수로에서 널리 사용되는 Manning식과 Chezy식을 사용하여 구간 내 대표 매개변수 산정법을 통하여 유량 산정 방안을 제안하였다. 각각의 결과는 RMSE와 Discrepancy Ratio를 사용하여 나타내었고 실험실 수로와 자연하천에서 측정된 데이터에 대한 결과의 차이는 존재하였으나 산정된 유량과 측정된 유량 사이가 비교적 잘 일치함을 알 수 있었다. 지속적인 연구를 통하e여 여러 하천에 대한 검증이 이루어지고 개선이 이루어진다면 쉽고 빠르게 하천의 유량을 산정할 수 있으므로 수자원 분야에 활용될 수 있을 것으로 기대한다.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제51권10호
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• pp.492-499
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• 2002

This paper presents the method for an estimation of discharge current waveform in short gap discharge by radiated electromagnetic fields. The method of current waveform estimation is to use the one antenna method (single field method) with a measured electric or magnetic field at given field point by a time domain antenna. In order to verify the availability of the estimation theory, the discharge current waveform estimation was performed by one antenna methods using the measured electric fields of Wilson & Ma and compared with experiments. In addition diagnosis technique for power equipments is able to prevent from large accidents by finding signs of tile accidents before they happen. From the results of the estimation of discharge current, we have a possibility for the application of insulation diagnosis technique for power equipments using S$F_6$ gas. From this point of view, this paper simulated discharge progress and partial discharge by using needle-plan electrodes system in S$F_6$, studied the distribution of frequency spectrum of the radiated electromagnetic waves using a biconical antenna and a spectrum analyzer. From the experimental results of this study, according to the consideration of the mutual relation between frequency spectrum of the radiated electromagnetic waves and discharge progress, it was confirmed that detecting Partial discharge and estimating discharge progress in S$F_6$ could be Possible.

• 한국물환경학회지
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• 제27권3호
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• pp.293-299
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• 2011

The quantity of a discharge load can change with changes in rainfall in the area with a combined sewer system (CSS). To evaluate the implementation appropriately in the management of total maximum daily loads (TMDLs), the effects of rainfall changes should be considered in the estimation of the discharge load. The rainfall condition for the estimation of the discharge load in a certain year should be standardized to the same rainfall condition as that of the reference year. However, the calculation process is very complicated with its potential limitations. This study investigated and developed relatively simple methods for estimating the discharge load. Load conversion method (LCM) is designed to convert the discharge load under the current rainfall condition into that of the reference rainfall conditions. Simple rainfall data method (SRDM) is to simplify the estimation process of the discharge load by the simple conversion of rainfall data. These methods were applied to calculate the discharge load and examine the estimation results. From the results of this study the application of these methods may be useful for estimating the discharge load in the TMDL process.

• 한국농공학회지
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• 제38권1호
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• pp.90-97
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• 1996

In Korea, total sediment discharge of a river has been estimated simply by using certain sediment transport formulas including, among others, Einstein's formula. Those formular, however, are known not to be reliable enough for the result calculated by them to be used directly to river planning and management. Therefore, the study used the Modified Einstein Procedure to the estimation of total sediment discharge, because this method is reliable estimated by measurement. Here, measurement of sediment discharge used depth integrating method. The major results obtained from the study for estimation by depth integrating method of sediment discharge in Naeseong stream are as follow; 1 The sedeiment characteristics of Naeseong stream are; The distribution of sediment grain size shows that silt and clay are 55% and sand is 45%. and the bed load sediment grain size is constituted that sand contained with the grain size from O.062mm to 2.0mm is 80% 2. The sediment rating formulas derived from the regression analysis between the sediment discharge and flow discharge are; Seogpo-Gyo : Qs=$0.017 \times 10^{-4} Q^{2.352}$, where discharge is l0cms $0.074 \times 10^{-4} Q^{2.066}$, where discharge is l0cms

• 한국전자파학회논문지
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• 제9권4호
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• pp.499-505
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• 1998

본 논문에서는 미소 간극에서 방전이 일어날 때 발생하는 방사 전자파를 측정하여 이로부터 방전전류의 파형을 추정하는 방법에 관하여 검토하고 있다. 한 개의 시간영역 전자계 측정용 안테나를 사용하여 주어진 위취에서 관측한 측정 전계 또는 측정 자계로부터 방전전류를 추정하는 1 안테나 법(단일 전자계 법)의 이론을 확립하고, Wilson & Ma 가 측정한 전계를 이용하여 1 안테나 법에 의한 방정전류의 파형을 추정(복원)하고 있다. 추정된 방전전류의 파형은 방전전류의 측정 결과와도 비교하여 1 안테나 법에 의한 추정법 이론이 타당함을 확인하고 있다.

• 한국전자파학회논문지
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• 제11권2호
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• pp.259-267
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• 2000

본 논문에서는 미소 간극에서 방전이 일어날 때 발생하는 방사 전자파를 측정하여 이로부터 방전전류의 파형 을 추정하는 방법에 관하여 검토하고 있다. 시간영역 전자계 측정용 안테나를 사용하여 적절한 위치에서 관측한 측정 전계 또는 측정 자계로부터 방전전류를 추정하는 1 안테나 법(단일 전자계 법)과 2 안테나 법(복수 전자계 법)을 제시하고, 측정된 전계를 이용하여 1 안테나 법 및 2 안테나 법에 의한 방전전류의 파형을 추정(복원)하 고 였다. 추정된 방전 전류파형은 Wilson & Ma의 방전 전류 측정 결과와도 비교하여 본 논문에서 제시한 2가지 추정볍 이론의 타당성을 확인하고 있다.

• 상하수도학회지
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• 제22권5호
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• pp.541-550
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• 2008

In this investigative study, the unit mass discharge for the major water quality parameters such as flowrate, SS, BOD, CODmn, CODcr, TN, TP from textile spinning/weaving industry nearby Nakdong river basin was estimated. To represent the respective industries, three companies from hundreds of textile spinning/weaving industries located in Nakdong river basin was carefully selected based on its manufacturing goods, flowrate and location for the estimation of unit mass discharge based on unit operation and process. There was a drastic decrease of unit mass discharge estimation between influents and effluents of water quality parameters, which represents the removal capacity of wastewater treatment plant. With the advent of new regulation on the imposed payment proportional to the total amount of pollutants discharge into the water body, the concept of cleaner production technology should be employed in the unit operation/process in wastewater treatment plant as well as textile manufacturing procedure to minimize the levy on the pollutants discharge. Unit mass discharge estimations of unit process (estimated in this study) in major water quality parameters (SS, BOD, COD, TN and TP) based on land were similar to those of composite process (estimated by National Institute of Environmental Research). But the unit mass discharge estimations of unit process in BOD and CODmn based on total sale were much higher than those of composite one while in SS, TN and TP similar to each other. For the detailed estimation of the imposed payment, unit mass estimation based on unit process should be further emphasized.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.728-733
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• 2002

The measurement of river discharge is among the most fundamental observations and is necessary for understanding many water-related issues, such as flooding hazards, sediment transportation, and nutrient movement. Traditionally river discharge is estimated by measuring the water stage and converting the measurement to discharge using a stage-discharge rating curve. The possibility of monitoring river discharge from satellites has been largely ignored, because it is difficult to measure water surface information from space with sufficient precision. In this paper, an efficient approach to discharge estimation using mainly satellite data is developed and described. The proposed method, which focuses on the measurement of water-surface width coupled with river width-stage and stage-discharge relationships, is applied to the Yangtze River with good results.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.855-859
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• 2007

It is essential to obtain accurate and highly reliable streamflow data for water resources planning, evaluation and management as well as design of hydraulic structures. A new discharge estimation method, which is named 'non-dimensional velocity distribution and index-velocity method,' was proposed in this research. This method showed very close channel discharges which were calculated with the exiting velocity-area method. When velocity-area method is used to estimate channel discharge, it is required to observe point velocities at every desired point and vertical using a current meter like Price-AA. However 'non-dimensional velocity distribution and index-velocity method' is used, it become optional to observe point velocities at every desired point and vertical. But this method can not be applied for the cases of very complex and strongly asymmetric channel cross-sections because non-dimensional velocity distribution by entropy concept may be quite biased from that of natural rivers.

• 한국환경과학회지
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• 제26권4호
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• pp.411-420
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• 2017

This research aims at comparing the accuracy of flood discharge estimation. For this, we focused on the Oedo watershed of Jeju Island and compared flood discharge by analyzing the values as follows: (1) the concentration of the lumped model (HEC-HMS) and distributed model (Vflo), and (2) the in-situ data using Fixed Surface Image Velocimetry (FSIV). The flood discharge estimation from the HEC-HMS model is slightly larger than the Vflo model results. This result shows that the estimations of the HEC-HMS are larger than the flood discharge data by 4.43 to 36.24% and that of the Vflo are larger by 8.49 to 11%. In terms of the error analysis at the peak discharge occurrence time of each mapping, HEC-HMS is one hour later than the measured data, but Vflo is almost the same as the measured data.