• 한국농공학회지
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• 제14권3호
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• pp.2716-2725
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• 1972

Side channel spillways based on Hinds theory were tested. Surface water level at the beginning point of side channel is the same as the crest level of weir in the usual design. Here, side channel section were moved upwards $\frac{1}{2}$ of the total head on the crest and test(revised experiment) were made. In the revised experiments, coefficients of discharge for design flood (Q) were the same with that of original design experiments. In case of 1.2Q a little influence of submergence were appeared, coefficients of discharge were decreased to be about 97.6% of that of original design experiments, therefore, Reservoir flood water level become higher about 2-3cm than original case. So revised design can be used for actual purpose and it will brings much savings in construction cost of side channel spillway.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
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• pp.3-6
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• 2001

Various Parameters such as stream velocities, discharges, and dispersion coefficients of dissolved solutes were estimated by fitting 1-D nonreactive solute transport model to the time-series chemistry data. This study was done for the reaches of Mankyung River lower than the Jeonju Wastewater Treatment Plant (Jeonju WTP). Korea. Concentrations of inorganic chemicals in the stream waters are strongly influenced by mixing with the chemically distinct effluent from Jeonju WTP. Sulfate, EC. and the total major cation were proved to be nearly conservative in the study area front their relationships with chloride, the conservative chemical species. The solute transport model was constrained to the time-series concentrations for these 4 conservative species. The variations of concentration and discharge of Jeonju WTP were used as input parameters, and the stream velocities, dispersion coefficients, and concentrations and discharges of some inflows were optimized. The differences between the observed arid simulated values for alkalinities and nitrates are inversely correlated and show diurnal fluctuations, indicating the photosynthesis. The parameters obtained front this mode] range from 550 to 774 kcmd (stream discharge at the outlet of the study area), from 0.06 to 0.10 m/sec (flow velocity), and from 0.7 to 6.4 m$^2$/sec (dispersion coefficient). The history of Jeonju WTP discharge was well predicted when optimized, indicating the validity of the model results.

• 한국분무공학회지
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• 제22권3호
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• pp.146-152
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• 2017

An experimental study was carried out to investigate the spray characteristics of non-circular effervescent twin-fluid nozzles. For this purpose, two types of non-circular nozzles (E1, E2) and circular nozzle (C) were used. Three types of aerorators with hole diameters of 1.2, 1.7 and 2.1 mm were used. Each aerorator has a total of 12 holes. It is defined by area ratio which is ratio of exit orifice area and aerator hole area. Experiments were carried out by controlling the amount of air flowing after fixing the flow rate of the liquid, and the nozzle internal pressure and SMD were measured, and the jet image was taken from the nozzles. The discharge coefficients of the three kinds of nozzles were compared with the used in plain orifice's equation and the Jedelsky's equation, and the Jedelsky's equation was found to be about 3 times larger. In addition, empirical formula based on ALR, which is the largest variable in Jedelsky's equation, was derived. The droplet sizes(SMD) were found to be smaller in the non-circular shape than in the circular shape, which is concluded to be caused by the difference of the discharge coefficients.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2010년도 제34회 춘계학술대회논문집
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• pp.173-176
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• 2010

75톤급 가스발생기 기술검증시제에서 나타난 산화제 분사기 차압의 증가 원인을 파악하기 위하여 축소형 가스발생기를 설계, 제작하였다. 설계점 및 탈설계점 시험 조건을 포함한 총 6회의 연소시험을 성공적으로 수행하였다. 연소시험 결과 연소압을 고정한 후 혼합비를 증가시킨 경우 연료 및 산화제 유량계수는 일정한 것으로 나타났으며, 혼합비를 고정한 후 연소압을 증가시킨 경우에도 연료 및 산화제 유량계수는 변함이 없는 것으로 파악되었다.

• 한국수자원학회논문집
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• 제50권10호
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• pp.661-671
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• 2017

본 연구의 목적은 하천의 조도계수와 유량의 불확실성을 고려하여, 부정류 흐름에서 홍수위 해석에 미치는 영향을 정량적으로 분석하는 데 있다. 본 연구에서는 GLUE (Generalized Likelihood Uncertainty Estimation) 기법을 적용하여 조도계수와 유량의 불확실성이 홍수위 해석에 미치는 영향을 분석하고, 강우사상의 크기와 불확실성과의 관계를 분석하였다. 조도계수의 불확실성은 하천기본계획을 참고하여 0.025~0.040의 범위에서 분석하였다. 유량의 불확실성은 수위 h일 때의 유량을 Q라고 할 때, $Q=A(h-B)^C$로 표현되는 수위-유량관계식의 회귀계수 A, B, C를 통해 분석하였다. 수위-유량관계식의 회귀계수를 비선형 회귀분석을 통해 추정하였으며, 회귀계수는 t 분포를 가정하여 95% 신뢰도로 상한과 하한의 범위를 산정하였다. 산정된 회귀계수의 범위는 A는 5.138~18.442, B는 -0.524~0.104, C는 2.427~2.924로 산정되었다. 범위 내에서 10,000개의 매개변수 세트를 추출하여 HEC-RAS (Hydrologic Engineering Center's River Analysis System)에 적용하여 Monte Carlo 모의를 수행하였다. 강우사상 1~3에서 모의된 홍수위의 95% 신뢰구간의 평균적인 범위는 각각 0.39 m, 0.83 m, 0.96 m이며, 첨두 홍수위가 발생했을 때의 범위는 각각 0.52 m, 1.36 m, 1.75 m로 산정되었다. 또한 이천관측소의 1986~2015년의 일 강우에 대한 빈도해석을 수행하였으며, 수행 결과 GEV (Generalized Extreme Vlaue) 분포일 때 강우사상 1~3의 재현기간은 각각 1년, 10년, 25년 빈도에 해당되었다. 본 연구를 통해 강우사상의 크기와 불확실성의 관계를 분석하였으며, 향후 다양한 강우사상에 적용하여 검증한다면 홍수위의 불확실성을 예측하여, 하천관리 등을 위한 구조물의 계획 및 설계 시 의사 결정에 실질적인 도움이 될 수 있을 것으로 사료된다.

• 한국농공학회지
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• 제41권3호
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• pp.33-40
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• 1999

Variations in the discharge rates of drip emittes were examined to find the effects of operation pressure and the tube length and to evaluate performance of the emitters. Several point-source emitters were selected such as pressure compensated, anti-leak pressure compensated, turbulent flow regulated, flow regulated, ready-made dripper, and spaghetti. Combination of operation pressure and tube length were compared. The microirrigatioon system was operated at pressures of 0.5 , 1.0 , 1.5 and 2.0 bar. The discharge from emitters wer collected at every ten meters along the lateral tube and weighted. In order to evaluate the drip emitters performance coeffcient of discharge variation , statistical uniformity, and emission uniformity were calculated. No significant variation in discharge along drip tube resulted with all emitters. There is no trend of variatiiono of discharge rate from pressure compensated emitters with increase in operation pressures. But discharge rate from other types of emitters increased with increase in operation pressures. The nominal discharge of each emitter was secured at pressure of 1.0 bar, Evaluation using statiscal and emission uniformity coefficients indicated that most of the emitters excepts tubulent flow regulated emitter and ready-made dripper performed at excellent level.

• International Journal of Contents
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• 제5권3호
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• pp.86-90
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• 2009

The Purpose of this study was to investigate correlations between the Mini-Mental State Examination (MMSE) and the Functional Independence Measure (FIM) in strokes. The data collected retrospectively from fifty-five stroke rehabilitation patients. The MMSE and FIM at the time of admission and discharge were obtained from patients' medical records. Firstly, Pearson correlation coefficients of the MMSE score at the time of admission revealed $0.286{\sim}0.747$ with FIM at the time of discharge (p<0.05). Also, the change of MMSE score significantly correlated with the change of total FIM scores in strokes (r=0.409, p<0.05). Because the MMSE scores at the time of admission and FIM at the time of discharge are correlated, the MMSE scores can be used to predict the FIM at the time of discharge and establish a rehabilitation program.

• 한국농공학회지
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• 제28권4호
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• pp.57-65
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• 1986

A new method of determining the discharge coefficients and velocity which are very important factor to calculate the weight of riprap materials in the seadike closure gap can be derived through the hydraulic model test. On the basis of the results of this study, general hydraulic aspects between gradual horizontal and vertical closure method are compared, and also discharge and velocity computation procedures are presented.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1988년도 전기.전자공학 학술대회 논문집
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• pp.753-755
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• 1988

In this paper, the effective ionization coefficients (${\alpha}-{\eta}$/Po) are measured by the steady state Townsend method in Townsend discharge domain. The effective ionization coefficients are measured in the range 75${\leqq}$E/Po${\leqq}$150(V/Torr. cm) in $SF_{6}$. The values of the effective ionization coefficients are easily and precisely determined by means of the linearization of current growth equation. The effective ionization coefficients of $SF_{6}$ were agreement with that of Bhalla and Craggs.

• 한국농공학회논문집
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• 제54권5호
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• pp.113-121
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• 2012

The study was carried out to investigate the dimension of irrigation canal, and measure the water flow of those diverted from Kimje main canal in Dongjin irrigation area. The rating curves indicating the relationships between water level and discharge of the lateral canals were induced using the measured data with high regression coefficients of 0.957~0.999 at inlet points and 0.932~0.998 at end points, respectively. And Manning's roughness coefficients were estimated as the ranged from 0.015 to 0.074 at inlet points and 0.056 to 0.089 at end points with rectangular type of concrete open irrigation canals, the Manning's roughness coefficients of the end points were less than those values of the end points, which may be considered as the deposition of the bottom sediments.