• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 총회 및 춘계학술발표회
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• pp.371-374
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• 2005

We accomplished optimization for pump and treat (P&T) designs in consideration of degradation processes such as retardation and biodegradation, which are significant for contaminant fate in hydrogeology. For more desirable remediation, optimal pumping duration and minimum pumping rate constraint problems are studied. After a specific P&T duration, it replaces the P&T with the enhanced natural attenuation (ENA), which induces aerobic biodegradation by maintaining oxygen concentration. The design in this strategy carries out the optimization for the number and locations of oxygen injection wells.

• Current Optics and Photonics
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• 제5권2호
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• pp.180-185
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• 2021

A femtosecond-laser inscribed Yb:YAG surface channel waveguide (WG) laser with single-walled carbon nanotubes deposited on the top surface of the WG was passively Q-switched by evanescent field interaction. Q-switched operation of the 14-mm-long compact Yb:YAG WG laser was achieved near 1031 nm with two different pumping schemes (single- and double-pass pumping) with an output coupling transmission of 91%. The Q-switched pulse characteristics depending on the absorbed pump power were investigated for both pumping geometries and analyzed in detail based on theoretical modeling. The best performances (energy/pulse duration) for each configuration were 204.4 nJ/75 ns at a repetition rate of 1.87 MHz, and 201.1 nJ/81 ns at 1.75 MHz for single- and double-pass pumping, respectively.

• 한국건설순환자원학회논문집
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• 제8권4호
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• pp.413-420
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• 2020

이 연구에서는 펌핑 후 콘크리트의 작업성 변화를 실내에서 평가하기 위한 새로운 실험 장비를 개발하였다. 이 장비는 실제 펌핑 중 콘크리트가 받는 압력과 전단을 모사할 수 있도록 설계되었다. 실내 실험 장비를 사용한 펌핑 후 콘크리트 작업성 변화 평가 가능성을 검토하기 위하여 실규모 펌핑 실험과 실내 모사 실험을 동시에 수행하였다. 실규모 펌핑 실험에 사용한 콘크리트의 설계기준압축강도는 24, 35, 60MPa이며, 배관의 길이는 130, 304, 518m이다. 펌핑 실험과 동일한 콘크리트를 사용하여 실제 펌핑 조건(압력, 전단, 펌핑 시간)을 고려한 실내 모사 실험을 수행하였다. 실험 전, 실규모 펌핑 실험 후, 실내 모사 실험 후 콘크리트의 작업성(슬럼프 또는 슬럼프 플로)을 측정하였다. 실규모 펌핑 실험과 실내 실험 모두 콘크리트의 작업성이 감소하였으며, 두 실험의 결과가 매우 유사하게 측정되었다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.567_568
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• 2009

In the past, pumping-storage generator pumped the water from the lower part storage to the upper part storage during the base load periods. And, it generated during the peak load or when other generator was outage. However, pumping-storage generator will operate different ways in the competitive power markets. It will pump during lower price periods and generate at higher price periods. This paper presents economic analysis of pumping-storage generator using price (or SMP) duration curve.

• 한국환경과학회지
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• 제25권1호
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• pp.135-146
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• 2016

This study analyzed fluctuations of ground water level of ground water wells developed in Seongsan watershed of Jeju Island until 2013 using MODFLOW, a numerical analysis model. Ground water level shows greater fluctuations from increase of pump capacity compared to the number of ground water wells. The development of ground water at the top of watershed was found to have direct influence on ground water level. Ground water wells developed until 2013 were used to continue pumping for 50 days, and ground water level of coastal region was reduced below 50% compared to the standard water level. In addition, the range of fluctuation of water level was large in the east coast region, which represents the direction of flow of ground water.

• 한국광학회지
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• 제10권6호
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• pp.512-517
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• 1999

이완발진 현상을 이용하는 단공진기 색소레이저(QDL:quenched dye laser)는 극단펄스 광원으로서 많은 장점을 갖고 있다. 본 연구에서는 파장 590nm에서 발진 스펙트럼의 최대값을 갖는 Rhodamine 6G를 레이저 매질로 하고, 파장 308nm의 XeCl 레이저를 펌핑원으로 하여, 이득의 길이가 5mm인 QDL의 이완발진에 의한 극단펄스 발생특성을 컴퓨터 시뮬레이션에 의해 분석하였다. 분석결과, 펌핑광의 펄스폭에 대하여 QDL 출력빔은 1/100 이하로 그 펄스폭이 짧아짐을 밝혀 QDL 이 극단펄스 발생용으로 매우 유용한 레이저임을 밝혔으며, 펌핑광의 공간적 크기를 조절함에 의하여 출력 펄스폭의 연속적인 가변동작이 가능함을 제시하였다.

• 대한수학회보
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• 제52권6호
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• pp.1973-2000
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• 2015

In this study, we present a multidimensional open system for valveless pumping (VP). This system consists of an elastic tube connected to two open tanks filled with a fluid under gravity. The two-dimensional elastic tube model is constructed based on the immersed boundary method, and the tank model is governed by a system of ordinary differential equations based on the work-energy principle. The flows into and out of the elastic tube are modeled in terms of the source/sink patches inside the tube. The fluid dynamics of this system is generated by the periodic compress-and-release action applied to an asymmetric region of the elastic tube. We have developed an algorithm to couple these partial differential equations and ordinary differential equations using the pressure-flow relationship and the linearity of the discretized Navier-Stokes equations. We have observed the most important feature of VP, namely, the existence of a unidirectional net flow in the system. Our computations are focused on the factors that strongly influence the occurrence of unidirectional flows, for example, the frequency, compression duration, and location of pumping. Based on these investigations, some case studies are performed to observe the details of the ow features.

• 한국농공학회논문집
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• 제63권3호
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• pp.59-73
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• 2021

The purpose of this study is to investigate transition of pumping technology, irrigation water requirement, and unit area drainage discharge at the Pumping station-based Irrigation Associations (PIAs) in South Korea during Japanese colonial period (1910-1945). The PIAs established pumping stations and embankments along rivers for the purpose of irrigation, drainage and flood prevention until the mid-1920s. From the late 1920s after major river improvement projects, newly established PIAs did not include the flood prevention in their purpose of establishment. The design criteria of the irrigation and drainage projects, such as irrigation water requirements, design rainfall, and allowable ponding duration were decided according to the circumstances of PIAs. The gross irrigation water requirement of paddy fields increased from the 1920s to the 1940s, and reached the level of 0.0020 m³/s/ha (19 mm/d) in the 1940s for the fairly good irrigation status in the drought. The great floods of 1930, 1933, and 1934 triggered the increase in drainage discharge in the late 1930s, leading to the unit area drainage discharge of 0.9-2.6 m³/s/km² for natural drainage and 0.3-1.1 m³/s/km² for pump drainage. Therefore, several PIAs near the major rivers could avoid repetitive floods damage.

• Journal of the Optical Society of Korea
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• 제20권1호
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• pp.130-134
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• 2016

The influence of Au/Ni-based contact formed on a lightly-doped (7.3×1017cm−3, Zn-doped) InGaAsP layer for electrical compensation of surface plasmon polariton (SPP) propagation under various rapid thermal annealing (RTA) conditions has been studied. The active control of SPP propagation is realized by electrically pumping the InGaAsP multiple quantum wells (MQWs) beneath the metal planar waveguide. The metal planar film acts as the electric contact layer and SPP waveguide, simultaneously. The RTA process can lower the metal-semiconductor electric contact resistance. Nevertheless, it inevitably increases the contact interface morphological roughness, which is detrimental to SPP propagation. Based on this dilemma, in this work we focus on studying the influence of RTA conditions on electrical control of SPPs. The experimental results indicate that there is obvious degradation of electrical pumping compensation for SPP propagation loss in the devices annealed at 400℃ compared to those with no annealing treatment. With increasing annealing duration time, more significant degradation of the active performance is observed even under sufficient current injection. When the annealing temperature is set at 400℃ and the duration time approaches 60s, the SPP propagation is nearly no longer supported as the waveguide surface morphology is severely changed. It seems that eutectic mixture stemming from the RTA process significantly increases the metal film roughness and interferes with the SPP signal propagation.

• 한국방재학회 논문집
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• 제4권3호
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• pp.51-60
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• 2004

최근 도시지역의 수해요인은 내수침수불량에 기인하기 때문에 유수지 및 배수펌프장을 신설하여 유수지로 유입되는 유출량을 하천으로 강제배수하게 된다. 그러나 하수관거의 용량이 부족하여 유수지로 미처 유입되기 전에 하수관거의 역류로 침수피해가 자주 발생하고 있다. 따라서 본 연구에서는 도시 내배수 체계의 조사방법을 제시, 하수관거의 위험도를 평가하고 개선할 수 있는 방안을 제시하였다. 또한 배수펌프의 가동대수를 단순한 수위기준에서 변화시켜 실무에서 전문가가 아니더라도 사용할 수 있는 전산모형 8개를 개발하여 제시하였고, 지속기간, 설계빈도, 시간분포 등을 변화시켜 유수지 수위의 적정 조절여부를 검토하였다. 그리고 강제적인 배수에 의해 하류부의 수위영향이 예견되기 때문에 해당 유역의 수위를 안전하게 유지하면서도 하류부에 수위영향을 최소화할 수 있는 방안에 대해서도 검토하였다. 연구결과 Fuzzy 모형이 기존의 운영방법보다 더 효과적으로 유수지의 수위를 저하시킬 수 있었으며, 하류부 수위는 약 8cm 정도 감소시킬 수 있었다.