• 대한수의학회지
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• 제40권3호
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• pp.627-633
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• 2000

9.3kg의 6년령인 수컷 바셋하운드가 1년 이상 진행된 양측성 전두부위로부터 심한 점액화농성 분비물의 병력을 나타내었다. 내원당시 환축의 신체상태와 식욕은 불량하였다. 전두골위 피부에 형성된 누공으로부터 농성 삼출물이 양측성으로 분비되었다. 삼출물 시료를 배양하여 진균을 분리하였다. 방사선 검사에서는 전두동의 경계가 불분명하고 두꺼운 점액성막으로 덮여 있었으며 전두동의 혼탁도가 미만성으로 증가되어 있었다. 최종적으로 만성 진균성 전두동염으로 진단하였다. 전두동의 외과적 제거후 국소와 전신성 항진균요법으로 Chlorhexidine과 Ketoconazole을 적용하였다. 환축은 점진적으로 건강과 식욕을 회복하였다.

• 한국농공학회지
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• 제18권1호
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• pp.4079-4086
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• 1976

In many reservoir projects, economic considerations will necessitate a design utilizing surcharge. Determination of the most economical combination of surcharge and spillway capacity for a given spillway crest level will require flood routing studies and economic studies of the dam-reservoir-spillway combinations. Many methods of actual flood routing have been devised, each of them with its advantages and disadvantages. Some of these methods are listed below: (1) Arithmetical trial-and-error method. (2) Modified Puls' method (3) Cheng's graphical method (4) Horton's arithmetical method (5) Ekadahl's arithmetical method (6) Digital computer programming. For the purpose of preliminary design and cost estimating of dams and spillways, it is often required to estimate, for a given design flood and spillway crest level. the approximate values of two among the three characteristics of the spillway spillway length, maximum discharge and surcharge depth at maximum discharge, when one of these quantities is given. As is well known, the outflow hydrograph for an ungated overflow spillway assumes the form of a wave-shaped curve with a minimum point for Q=o At zero time and a maximum point for Q=Qmax at its intersection with the falling leg of the inflow hydrograph (see Fig. 4) The shaded area between the inflow and outflow hydrographs represents at the approximate scale the temporary retention Vt. In line with the remarks, draw by free hand the assumed outflow hydrograph with its maximum point for the given Qmax (see Fig. 4) and by planimetration find Vt. From the reservoir capacity curve (Fig. 3) find Vs for the given spillway crest level and make V=Vs+Vt. From the above curve find surcharge water elevation for V and surcharge depth Hmax over spillway crest. From the discharge formula compute {{{{L= { Q} over { { CH}^{3/2 } } }}}} The methed provides a means for a quick and fairly accurate estimation of spillway capacity.

• 한국항공우주학회지
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• 제35권2호
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• pp.115-123
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• 2007

본 논문은 리튬이온 (Li-ion) 셀을 채용한 인공위성용 전력계의 개념 설계에 대하여 기술한다. 기존의 니켈카드뮴 (NiCd) 셀과 비교할 때, 리튬이온 (Li-ion) 셀은 에너지 밀도, 무게 그리고 부피에서 큰 잇점을 갖고 있다. 니켈카드뮴 (NiCd) 셀의 평균 출력전압은 +1.2V이며, 리튬이온 (Li-ion) 셀의 출력전압은 +3.6V이다. 그러나, 리튬이온 (Li-ion) 셀의 충전과 방전에 있어서의 절차는 기존의 니켈카드뮴 (NiCd) 셀 보다는 어렵다. 따라서, 리튬이온 (Li-ion) 셀의 충전과 방전 시에는 각각의 셀에 대하여 충전 전압과 방전 전압을 검침하고 제어를 해주어야 하므로 별도의 제어 회로가 요구된다. 따라서, 본 논문을 통하여 리튬이온 (Li-ion) 셀을 채용한 전력계의 설계 시 고려하여야 할 사항 및 리튬이온 (Li-ion) 셀의 충방전 특성에 대한 연구 결과를 제시하고자 한다.

• 한국태양에너지학회 논문집
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• 제29권2호
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• pp.1-7
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• 2009

Use of the PV(photovoltaic) generation system is increased in such areas as remote mountain places or islands at which electrical energy is not serviced. The stand alone PV system is required the power storage products such as battery, fly wheel and super capacitor. Several lead storage batteries are connected in series to get high voltages. The life of lead storage battery is shortened when over charge or over discharge takes place. So, it is needed to control batteries not to be overcharged or be discharged deeply. Voltage of each battery was ignored in former control methods in which overall voltage was used to control charge or discharge battery. In this study, the charging and discharging voltage variations of sealed lead storage batteries with l2V/l.2A were investigated step by step experiments. The results of the test show that one should consider and specify the state of each battery to prevent overcharge or deep discharge. With the basis of the experiments, we designed a monitoring unit to monitor battery voltages simultaneously using micro-controller. The unit measures voltage of 20 batteries simultaneously and displays data on the color LCD monitor with curved line graph. It also sends data to PC using the RS232C communication port. The designed unit was adapted to stand alone PV system with 1kW capacity and lead storage batteries are connected to the PV generation system. The number of lead storage batteries was 10 in series and 12V/250Ah each. Resistive load with 3kW was used for discharging.

• 생태와환경
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• 제41권4호
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• pp.472-484
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• 2008

The calibrated Andong Reservoir hydro-dynamic module (PART I) of the 2-dimensional hydrodynamic and water quality model, CE-QUAL-W2 [v3.2], was applied to examine the dynamics of total phosphorus, and chlorophyll $\alpha$ concentration within Andong Reservoir. The modeling effort was supported with the data collected in the field for a five year period. In general, the model achieved a good accuracy throughout the calibration period for both chlorophyll ${\alpha}$ and total phosphorus concentration. The greatest deviation in algal concentration occurred on $10^{th}$ October, starting at the layer just beneath the surface layer and extending up to the depth of 35 m. This deviation is principally attributed to the effect of temperature on the algal growth rate. Also, on the same date, the model over-predicts hypolimnion and epilimnion total phosphorus concentration but under-predicts the high concentrated plume in the metalimnion. The large amount of upwelling of finer suspended solid particles, and re-suspension of the sediments laden with phosphorus, are thought to have caused high concentration in the epilimnion and hypolimnion, respectively. Nevertheless, the model well reproduced the seasonal dynamics of both chlorophyll a and total phosphorus concentration. Also, the model tracked the interflow of high phosphorus concentration plume brought by the turbid discharge during the Asian summer monsoon season. Two different hypothetical discharge scenarios (discharge from epilimnetic, and hypolimnetic layers) were analyzed to understand the response of total phosphorus interflow plume on the basis of differential discharge gate location. The simulated results showed that the hypolimnetic discharge gate operation ($103{\sim}113\;m$) was the most effective reservoir structural control method in quickly discharging the total phosphorus plume (decrease of in-reservoir concentration by 219% than present level).

• 생태와환경
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• 제45권1호
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• pp.62-71
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• 2012

Lake Doam watershed was surveyed to evaluate non-point source discharge characteristics and discharge load including several water quality parameters in Song Stream from July 2009 to July 2011. Concentrations of water pollutants were high during the rainfall period, especially, SS, TP and COD showed increasing tendencies toward cumulative water discharge but TN did not show much difference. SS, TP and COD had an initial flush effect of over 50 mm rainfall event but there was no clear tendency for rainfalls below that level. Event mean concentration (EMC) regarding the rainy and dry period showed large differences. Especially rainy season EMC (SS, TP, COD) demonstrated an increasingly high tendency. EMCs of COD, SS, TN and TP measured for twelve rain events were as high as 26.1, 866.0, 4.68 and 0.605 mg $L^{-1}$, respectively. COD, SS, TN and TP loadings from the highland agricultural region of the Song Stream watershed were 34,263, 1,250,254, 2,673 and 933 kg $yr^{-1}\;km^{-2}$, respectively, which were relatively higher than the results of other stream systems. Therefore, it is strongly recommended that long-term monitoring and non-point pollution reduction programs for the highland agricultural area to continue. Furthermore, this non-point source pollution loading research acquired from the highland agricultural area could be the base for reassessment.

• 한국물환경학회지
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• 제31권1호
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• pp.55-66
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• 2015

It has been well known that it is not easy to quantify pollutant loads driven by non-point source pollution due to various factors affecting generation and transport mechanism of it. Especially pollutant loads through baseflow have been investigated by limited number of researchers. Thus in this study, the Web-based WAPLE (WHAT-Pollutant Load Estimation) system was developed and applied at study watersheds to quantify baseflow contribution of pollutant. In YbB watershed, baseflow contribution with WWTP discharge is responsible for 49.5% of total pollutant loads at the watershed. Among these, pollutant loads through baseflow (excluding any WWTP discharge) is responsible for 61.7% of it. In GbA watershed, it was found that 58.4% is contributed by baseflow with WWTP discharge 2.9% and 97.1% is by baseflow. For NbB watershed (without WWTP discharge), 52.3% of pollutant load is transported through baseflow. As shown in this study, it was found that over 50.0% of TN (Total Nitrogen) pollutant loads are contributed by non-direct runoff. Thus pollutant loads contributed by baseflow and WWTP discharge as well as direct runoff contribution should be quantified to develop and implement watershed-specific Best Management Practices during dry period.

• 대한치과기공학회지
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• 제33권4호
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• pp.539-550
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• 2011

Purpose: The aim of this study was to investigate distribution of the admitted patients with disease of oral cavity, salivary glands and jaws, current clinical treatment condition and clinical dental practice. Methods: The subject were 4,564 patients with disease of oral cavity, salivary glands and jaws of the Korean National Hospital Discharge Injury Survey 2004-2008 data. This study was carried out using the administrative database including patients' characteristics and comorbidity. The statistical analysis for ratio, gender, age, region, primary diagnosis, comorbidity, operation, hospital location and bed size of inpatients in Korean National Hospital Discharge Injury Survey was conducted by frequency analysis. Results: Among the total discharge injury patients in 2004-2008, the trend showed decrease of ratio of patients with disease of oral cavity, salivary glands and jaws. The portion of male was higher than female, and 20~29 age group was the highest portion compared with other age groups. Seoul-Gyunggi region was the highest among the other residences. patients with Dentofacial anomalies[including malocclusion] as primary diagnosis, digestive system as comorbidity and operations on facial bones and joins showed the highest portion respectively. Seoul-Gyunggi region was the highest portion compared with other residences. 500~999 bed size showed the highest portion. Conclusion: In this study showed that distribution of patients with disease of oral cavity, salivary glands and jaws, current dental clinical treatment condition using the Korean National Hospital data.

• 한국전기전자재료학회논문지
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• 제29권7호
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• pp.429-434
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• 2016

This paper deals with the characteristics of partial discharge (PD) for the purpose of a condition based maintenance (CBM) of gas insulated switchgears (GIS) in power equipment. Four types of electrode systems such as a protrusion on enclosure (POE), a particle on spacer (POS), a free particle (FP) and a Floating were designed and fabricated. PD pulses were measured using UHF sensor with a frequency range of 300 MHz~1.4 GHz and a DAQ with a sampling rate of 250 MS/s. Discharge inception voltage (DIV), discharge extinction voltage (DEV), and phase resolved partial discharge (PRPD) were analyzed depending on electrode systems. The average DIV in the POS was 28.8 kV. It was about 1.7 times higher than that in the FP, which was the lowest value of 17.2 kV. The FP shuffled and jumped at the applied voltage of 23.5 kV. Over 95% of PD pulses in the POE were generated in the negative polarity ($181^{\circ}{\sim}360^{\circ}$) of applied voltage. The results showed the phase (${\Phi}$)-magnitude (dBm) of PD pulses by UHF sensor, a cluster was formed separately depending on electrode systems.

• 한국수자원학회논문집
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• 제51권5호
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• pp.417-424
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• 2018

본 연구에서는 농업용 저수지의 저수율, 선행토양함수조건(AMC) 및 Huff 시간분포가 첨두유출량에 미치는 영향을 몬테칼로 시뮬레이션을 통해 분석하였다. 저수지 저수율, 선행토양함수조건 및 Huff 시간분포의 적용에 따라 4가지 경우에 대해 첨두홍수량을 산정하고 비교한 결과, 50~300년 빈도의 첨두홍수량은 저수율 100% 또는 AMC­III로 일괄 적용했을 때 각 조건의 발생확률을 고려한 첨두홍수량에 비해 20~30% 크게 산정되었다. Huff 3분위를 일괄 적용했을 때의 첨두홍수량은 발생확률을 고려한 Huff 분위 적용에 비해 5% 크게 산정되어, AMC와 저수지 저수율에 비해 첨두홍수량에 미치는 영향이 적었다.