• Journal of ILASS-Korea
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• v.3 no.3
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• pp.14-22
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• 1998

The growth by steam condensation of an hygroscopic aerosol is investigated using the condensation rate model which has been derived from the mass and heat transfer equations. The present model accounts for both the solute and Kelvin effects. When the hygroscopicity is considered, condensation can occur on hygroscopic seed particles even under subsaturated steam conditions. This study focuses on the effect of hygroscopicity on the evolution of the particle size distribution and decay of the total aerosol concentration. It is found that hygroscopicity causes the particle size distribution to rapidly move upward even in a very short time, resulting in substantially higher decay of the total aerosol concentration than the case without considering hygroscopicity.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2001.05a
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• pp.335-341
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• 2001

The bubble cavitation and cloud cavitation are the major sources of cavitation-induced sound and vibration. A numerical method which predicts the trajectory and volume change of a cavity is developed, to predict the cavitation noise of a body. It is shown, by using the numerical method, that the cavitation inception and events rate is strongly dependent on the screening effect caused by the pressure gradient around a body, which is confirmed experimentally. Additionally, the effectiveness of a cavitation control method utilizing air injection is investigated experimentally. It is demonstrated that the noise level of the cloud cavitation can be significantly reduced by the air-injection method.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.418-422
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• 2007

한강 하구역은 국내 4대강 가운데 유일하게 하구둑이 설치되어 있지 않아 조수의 출입이 자유롭고 민간인의 접근이 통제되어 자연적인 하천지형과 기수역 생태계가 잘 보전된 지역이다. 본 연구에서는 신곡수중보 직하류부터 한강의 법적 하류단인 유도까지 총 36.8 km에 이르는 구간에 SMS 모형을 적용하여 조위에 의한 역류 및 이에 의한 확산거동을 살펴보았다. 조위곡선이 변곡점인 국부최저치를 지나 국부최고치로 향해 가는 중간지점의 시간부터 역방향 흐름이 유도지점에서 생기게 되고 이 반대방향 흐름이 상류로 계속 전파되어 최대 32.9 km인 장항 IC까지 전달되었다. 곡릉천에서 연속주입의 형태로 유입된 오염물질의 확산양상을 RMA-4로 분석한 결과 조위에 의해 모의기간 동안 총 5회 상류측으로의 확산을 관찰할 수 있었으며 이로 인해 곡릉천 일대의 생태계에 큰 영향을 미칠 수 있다는 것을 밝혔다.

• Korean Journal of Materials Research
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• v.13 no.4
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• pp.224-227
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• 2003

The sliding wear behavior of a Fe-base hardfacing alloy was investigated in the temperature range of $25∼250^{\circ}C$ under a contact stress of 15 ksi (103 MPa). The wear loss of this Alloy in pressurized water was less than that of NOREM 02. And galling did not occurred at this alloy in all temperature ranges. It was considered that the wear resistance of this Alloy was attributed to the strain-induced phase transformation from austenite to $\alpha$'martensite during sliding wear.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.882-883
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• 2007

본 논문에서는 지자계에 노출된 함정의 유도자화에 의한 자기장 성분을 분석하는 방법을 제시하였다. 우선 모델함정을 제작하여 지자계에 노출시킨 상태에서 왕복실험을 수행하고 이때 측정되는 데이터를 수집하여 함정의 수평방향으로 유도되는 자기장성분을 분리하였다. 또한 정밀 수치해석기법을 통해 측정치와 비교함으로서 정밀 수치해석 기법에 의한 예측값의 신뢰성을 확인하였다. 따라서 본 연구결과는 함정 재질 상에 분포하는 유도자화 및 영구자화에 의한 자기장의 거동을 예측함으로서 함정의 자기정숙화(magnetic silent)연구에 중요한 기초 자료로 활용될 것으로 사료된다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2012.05a
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• pp.338-339
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• 2012

This study examined the friction and wear behavior of diamond-like carbon (DLC) films deposited from a radio frequency glow discharge using a hydrogen diluted benzene gas mixture. The DLC films were deposited on Si (100) and polished stainless steel substrates by r.f.-PACVD at hydrogen to benzene ratios, or the hydrogen dilution ratio, ranging from 0 to 2.0. The wear test was carried out in both ambient and aqueous environments using a home-made ball-on-disk type wear rig. The stability of the DLC coating in an aqueous environment was improved by diluting the benzene precursor gas with hydrogen, suggesting that hydrogen dilution during the deposition of DLC films suppress the initiation of defects in the film and improved the adhesion of the coating to the interface.

• Journal of the Korean Geotechnical Society
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• v.31 no.11
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• pp.49-60
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• 2015

Open-water sediment disposal has many applications in costal construction. Dumping of sediment in open water can be divided into descending stage under water and sedimentation stage on the seabed, and retained rate is evaluated from analyzed results of these two successive stages. Descending particle cloud have two distinct thermal and swam phase, and trajectory equations for each phase are derived to describe settling velocity and radius of particle cloud. For sedimentation stage, a numerical simulator is used to calculate growth factors for particle fiction angle and current velocity. Retained rate is defined as a mass rate of remained sediment inside the circle which has a center at dumping point on the sea level and user-defined effective radius. Retained rate map for Singapore coast is presented with water depth of 20 m, current velocity of 0.0~1.5 m/s, and effective radius of 5 m. It will decrease sediment mass loss during disposal operation and minimize surrounding environmental pollution.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1561-1565
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• 2006

수제는 주로 호안 또는 하안 전면부에 설치하는 구조물로써 기존의 수제 설치는 하안 및 제방의 보호, 유로제어 및 주운 등의 목적에 의해 이루어졌다. 최근 들어서는 수제하류부의 흐름분리로 인해 발생되는 재순환 영역(recirculation zone)과 국부세굴에 의해 발생하는 세굴공이 수중생물의 다양한 서식처 및 홍수 시어류의 피난처로 활용될 수 있다는 점 등의 환경기능이 부각되면서 수제에 대한 설치목적이 다양화 되었다. 월류수제는 흐름이 수제 투과정도를 나타내는 투과율과 함께 다뤄지기는 기존의 실험연구에서는 수위가 수제의 머리부를 초과함에 따라 월류되는 흐름은 과도한 난류의 발생 등 투과수제에 비해 수제부근에 더 많은 영향을 미친다고 하였다. 이러한 과도한 난류의 발생은 수제를 월류하는 흐름은 상류에서는 가속되다가 수제 하류부로 흘러내리면서 다시 감속되어 교란되기 때문이다. 이러한 월류수제의 흐름특성은 수제 주변 국부세굴에 영향을 미친다. 특히 우리나라 하천은 홍수시 수위의 변화가 매우 크기 때문에 일반적인 불투과 수제라 하더라도 대부분의 수제가 월류수제처럼 거동한다. 따라서 수위가 증가함에 따라 월류가 발생하는 수제의 경우 비월류 구조물과는 세굴심의 변화가 다르게 발생할 수 있다. 본 연구에서는 월류수제 주변에서 발생되는 국부세굴이 수중생물의 다양한 서식처 및 피난처로 활용될 수 있다는 관점에서 세굴영역(세굴부피)과 세굴심의 관계에 대한 수리모형실험을 수행하고 분석하였다. 월류수제의 세굴실험은 축척의 영향을 최소화하기 위해 $7m(W){\times}40m(L){\times}1.5m(H)$ 규격의 대형 수로에서 수행하였으며 세굴변화에 미치는 시간축척의 영향을 파악하기 위해 $70{\sim}90$ 시간 동안 실험을 수행하였다. 세굴의 측정은 투명한 아크릴로 제작된 수제 내부에 CC카메라를 수제 전 후면 및 측면에 설치하여 월류수제의 세굴 발생을 실시간으로 측정하며 동시에 수제의 각 면에 각각 3개의 압력센서를 설치하여 압력분포를 측정함으로써, 월류수제 주변의 압력변화에 따른 세굴심의 실시간 변화를 비교할 수 있도록 하였다.

• Journal of the Korean GEO-environmental Society
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• v.6 no.1
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• pp.33-44
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• 2005

The 'Silt Pond' is 180 hectares in size and contained ultra soft slurry-like soil varying between 3 to 20 meters in thickness. Soil improvement work in the Silt Pond commenced by installing vertical drains in the mid of 1996, following completion of sand spreading up to +4.0m CD. Prior to soil improvement work in the main area of Silt Pond, experimental tests including laboratory tests with a large diameter consolidation cell and pilot tests were carried out to investigate the deformation behavior of an extremely soft soil. Due to its high compressibility, large strain usually occurred in the initial stage of deformation does not comply with Terzaghi's one dimensional consolidation theory. Taking into consideration experimental test results, the soil improvement works were carried out in main area of Silt Pond containing ultra soft soil. This paper presents the case study on improvement of ultra-soft soil.

• Journal of Korean Society of Water and Wastewater
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• v.25 no.5
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• pp.627-634
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• 2011

In the present study, the flow behaviors of square jets surface discharged and submerged discharged into shallow water were each simulated using computational fluid dynamics, and the results were compared. As for the verification of the models, the results of the hydraulic experiment conducted by Sankar, et al. (2009) were used. According to the results of the verification, the present application of computational fluid dynamics to the flow analysis of square jets discharged into shallow water was valid. As for the wall jet, which is one form of submerged discharges, at the bottom wall boundary, the peak velocity of the jet rapidly moved from the center of the jet to the bottom wall boundary due to the restriction of jet entrainment and the no-slip condition of the bottom wall boundary, and, as for the surface discharge, because jet entrainment is limited on the free water surface, the peak velocity of the jet moved from the center of the jet to the free water surface. This is because jet entrainment is restricted at the bottom wall boundary and the surface so that the momentum of the central core of the jet is preserved for considerable time at the bottom wall boundary and the surface. In addition, due to the effect of the bottom wall boundary and the free water surface, the jet discharged into shallow water had a smaller velocity diminution rate near the discharge outlet than did the free jet; at a location where it was so distant from the discharge outlet that the vertical profile of the velocity was nearly equal (b/x =20~30), moreover, it had a far smaller velocity diminution rate than did the free jet due to the effect of the finite depth.