• 한국양식학회지
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• 제12권4호
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• pp.323-331
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• 1999

Most of channel fish farming in Alabama are still earthen pond style, and filled by rainfall and runoff. The water levels of ponds are maintained with stand-pipe, and the effluent from ponds very little discharged at usual time except ant heavy rains and crop season. Overflow from ponds following rains occurs mostly in winter and early spring when stream flows high. In this study to know how much effluents fish ponds affected to streams which are nearby ponds, a survey carried out on the variation of water quality of seven streams and effluents at heavy rains. Water samples were collected at 14 sites on upstream (did not affected by effluents) and downstream(being affect by effluents), and sampled monthly from August 1997 to August 1998. There were no clear trends of difference in most water quality variables between upstream and downstream of catfish farms during a year. The effluents from ponds after heavy rains were not highly polluted, but sometimes have elevated concentrations of TSS. Nitrogen content of effluents was higher than that of routine streams , but phosphorus was not clear. From this result suggest than the effluents from catfish farm are not having adverse impacts on stream water quality still yet .

• 동력기계공학회지
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• 제20권6호
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• pp.34-39
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• 2016

This paper is the numerical study on the correlation of leakage by the variation of inlet pressure and clearance in hydrostatic bearing. The main goal of this study is to apply to the design of hydro system the results that the pocket pressure and the leakage rate according to the inlet pressure and the clearance between piston and cylinder tube. Because the hydrostatic bearing in hydraulic cylinder has the narrow rectangular channel between piston and cylinder tube, so to verify the numerical scheme, it has been compared with the experimental results of Brackbill and Kandlikar. The pressure data of numerical results inside narrow rectangular channel correlate was showed a good agreement with experimental results, thereby the numerical scheme was applied to the real model that is a hydraulic cylinder with the hydrostatic bearing. In conclusion, the pressure differences between inlet and pocket were shown within 3%. Leakage rates were showed rapidly increased pattern between about 4.5 and 6.7 times because the section area to calculate the leakage rates were proportioned to a square of diameter. The correlation equation was calculated among the inlet pressure, the clearance and the leakage rate by using the linear regression.

• 한국전산유체공학회지
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• 제22권1호
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• pp.67-80
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• 2017

The high-speed bypass effect on the heat exchanger performance has been investigated numerically. The plate-fin type heat exchanger was modeled using two-dimensional porous approximation for the fin region. Governing equations of mass, momentum, and energy equations for compressible turbulent flow were solved using ideal-gas assumption for the air flow. Various bypass-channel height were considered for Mach numbers ranging 0.25-0.65. Due to the existence of the fin in the bypass channel, the main flow tends to turn into the core region of the channel, which results in the distorted velocity profile downstream of the fin region. The boundary layer thickness, displacement thickness, and the momentum thickness showed the variation of mass flow through the fin region. The mass flow variation along the fin region was also shown for various bypass heights and Mach numbers. The volumetric entropy generation was used to assess the loss mechanism inside the bypass duct and the fin region. Finally, the correlations of the friction factor and the Colburn j-factor are summarized.

• 한국통신학회논문지
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• 제29권7A호
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• pp.719-726
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• 2004

광섬유의 분산이 균일하지 않다는 가정 하에 색 분산과 자기 위상 변조 (SPM : Self Phase Modulation) 현상에 의해 왜곡된 WDM 채널의 보상 특성을 수치적으로 살펴보았다. 본 연구에서 사용한 보상 기법은 전체 전송 링크 중간에 광 위상 공액기 (OPC： Optical Phase Conjugator)를 두어 보상하는 MSSI (Mid-Span Spectral Inversion)이다. OPC를 중심으로 두 광섬유 구간의 분산 계수 분포가 변동하면서 서로 일치하지 않은 경우에도 전송 채널의 입력 전력을 적절히 조절함으로써 MSSI를 통해 장거리 전송이 가능하다는 것을 알 수 있었다. 즉 장거리 WDM 시스템에 MSSI를 적용하게 되면 전송 선로 곳곳에 필요한 보상기(compensator) 등을 없앨 수 있고, 결과적으로 시스템 비용을 절감할 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제12권3호
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• pp.173-180
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• 1992

자연 하천의 전형적인 특성인 하도사행으로 인한 만곡부의 수리 및 계량형태학적 특성을 확정론적 방법으로 구명하였다. 새로운 특성인자로 단변형상계수(As)을 제안했으며 하도구간에서의 As의 변화는 모든 유로에서의 수류력의 집중위치를 확인시켜주고 만곡의 영향이 단면형상의 변화에 미치는 영향을 정량적으로 보여주었다. 또한 기존의 사행특성인자와의 상관분석을 통하여 적용성을 입증하였다. 곡률비 R/W이 2-4에 집중되어있고 이는 제방의 침식이나 파제의 가능성이 있음을 보여주는 수치임을 알수있고 횡단면 하상의 변화를 예측할수있는 Bendegom의 식이 본 연구대상 하천에도 적용될수 있음을 밝혔다.

• 한국수자원학회논문집
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• 제36권4호
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• pp.597-608
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• 2003

본 연구에서는 천수방정식을 이용하여 2차원 개수로에서 하상과 하폭이 급격히 변화하는 경우에 발생하는 천이류를 해석하였다. 불연속점 근처에서 발생하는 수치진동을 제어하면서 시간과 공간에 대한 2차 정확도를 확보하기 위하여 WAF 기법에 TVD 조건을 갖는 흐름률 제한자를 도입하였으며, Riemann해를 계산하기 위하여 3개의 전파속도를 고려하는 HLLC 방법을 이용하였다. 개수로에서 단면변화를 고려한 2차원 해석을 할 경우, 격자 구성과 경계 처리에서 어려움이 발생한다. 이와 같은 어려움을 해결하기 위하여 일반좌표계를 도입하여 하폭이 변화하는 구간에 발생하는 천이류를 수치모의하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2003년도 추계학술대회 논문집 Vol.16
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• pp.128-131
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• 2003

The number of grain is determined based on Poisson distribution in respectively different active channel and it is converted to grain size which affects to the mobility and threshold voltage. the acquired data is applied to the SPICE for observing the variation of I-V characteristic with several channel lengths. we can confirm the effect on device.

• 한국지형학회지
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• 제24권1호
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• pp.39-50
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• 2017

This study was conducted to analyze the variation of hydro-geomorphological environment along Baekgok wetland, which experiencing periodical inundation, in that water-level fluctuation of reservoir caused by irrigation. Since the field data is unavailable, modeling techniques, involving models such as HSPF and TELEMAC-2D, have been applied to simulate hydrological cycle in watershed and hydrodynamics in channel scale. The result of simulation indicates that the water-level of reservoir determines both the water surface extension and water depth in the wetland. Furthermore, it also shows that water-level functions as a spatial limit factor for a fluvial environment and woody vegetation such as willow. The fact of which the scale of water-level fluctuation being larger than an average topographical relief along the wetland can explain the result. While the water-level kept high, the wetland is submerged and waterbody becomes lentic. In contrast, while the water-level is lowered, fluvial phenomena of which being dependent on flow rate and channel shape become active. Hence, the valid fluvial process is likely to take place only for 4 months annually just near the channel, and it advances to a conclusion expecting a deposition to be dominant among the wetland except for such area. It is anticipated that such understanding can contribute to establishing plans to preserve the geomorphological and ecological value of the Baekgok wetland.

• 한국정보통신학회논문지
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• 제20권7호
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• pp.1229-1236
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• 2016

수중 음향 다중경로 채널에서 수중음향 통신 시스템의 성능은 채널의 시변적 경계면 상태 변동에 의해 영향을 받는다. 이러한 채널에서 시공간적 변동에 의해 송신 신호와 수신 신호의 위상과 주파수가 일치하지 않아 반송 주파수 옵셋이 발생되고 위상편이키잉 방식의 수중음향통신시스템의 성능을 저하시킨다. 본 논문에서는 수중 음향 통신 채널의 시 공간적 변동 채널에서 위상 코드를 적용한 반송 주파수 옵셋 보상 추정 기법의 성능을 평가하였다. 위상 코드는 주파수 옵셋을 추정하고 보상하기 위한 코드로 CAZAC를 적용하였으며, 실내 수조에서 성능을 평가하였다. QPSK 시스템에 위상코드를 적용한 결과는 적용하지 않은 경우보다 약 4-6배 비트오류율이 개선되었다.

• 한국환경과학회지
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• 제25권4호
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• pp.491-504
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• 2016

This study, examines the flow characteristics of upstream channel depending on water gate operation of Nakdan Multi-fuctional weir. The specific purpose of this study are to simulate the variation of flow velocity depending on the operation of the weir using 1-dimensional hydraulic model, HEC-RAS, and compare it with observed velocity. For discharge conditions from $50m^3/s$ to $3,500m^3/s$, it is observed that the velocity of upstream channel is almost constant, whereas for probability flood discharge, the velocity and froude number are increased as the discharge values are increased. The velocity values for downstream boundary condition EL, 40.0 m are more decreased than those for EL. 40.5m. From comparison on the variation of water stage depending on water gate operation, it is observed that the stage values are almost constant for discharges below $300m^3/s$, whereas 5 cm to 20 cm for discharges over $700m^3/s$. Flow velocity at streamflow gauging station. Nakdong, is decreased by more than 875% after installing the weir. The results obtained from this study indicate that the velocity of upstream channel is decreased and the discharge and velocity of downstream channel are significantly varied after installing the weir.