• 상하수도학회지
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• 제25권5호
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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.

• Ocean Systems Engineering
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• 제10권3호
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• pp.317-332
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• 2020

This study examines the behaviors and properties of discharged liquid CO₂ from a long elastic pipe moving with a vessel for the oceanic CO₂ sequestration by considering pipe dynamics and vessel motions. The coupled vessel-pipe dynamic analysis for a typical configuration is done in the frequency and time domain using the ORCAFLEX program. The system's characteristics, such as vessel RAOs and pipe-axial-velocity transfer function, are identified by applying a broadband white noise wave spectrum to the vessel-pipe dynamic system. The frequency shift of the vessel's RAO due to the encounter-frequency effect is also investigated through the system identification method. Additionally, the time histories of the tip-of-pipe velocities, along with the corresponding discharged droplet size and Weber numbers, are generated for two different sea states. The comparison between the stiff non-oscillating pipe with the flexible oscillating pipe shows the effect of the vessel and pipe dynamics to the discharged CO₂ droplet size and Weber number. The pipe's axial-mode resonance is the leading cause of the fluctuation of the discharged CO₂ properties. The significant variation of the discharged CO₂ properties observed in this study shows the importance of considering the vessel-pipe motions when designing oceanic CO₂ sequestration strategy, including suitable sequestration locations, discharge rate, towing speed, and sea states.

• 한국물환경학회지
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• 제27권1호
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• pp.36-43
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• 2011

This study is selected two points of combined sewer that occurred Fish Kill after first flush, that analyzed generation of pollutants and stream runoff generation of combined sewer overflows (CSOs) as fine weather and rainfall. In addition, this study was to analyze the relationship between CSOs and sediments, to propose measures to reduce the sediment relevant with CSOs and rainfall runoff from entering sewage treatment plants and measures for discharged directly into streams when indicate relatively good water quality after overflow. Sediments in combined sewer system was discharged about 50~80% as overflows during rainfall and we can reduce the amount of the CSOs at least 50% or more if the sewer does not exist in the sediments because of the amount of discharge about the amount of intercept has been investigated by 3~5 times. Because of velocity at sediment interval in sewer is very low, sewage velocity of about 3~5 times as much as it can increase the amount of sediment can be reduced if the separation wall is installed. Effective control of BOD overflow load is respectively 77.5%, 75.8% at first point, second point by the separation wall is installed. Drainage area greater than area in this study or many combined sewer overflows region is increased the more effective control of separation wall. Turbidity to measure changes in water quality of overflows can be used as an factor to control the intercept flows because the intercept flows(3Q) after the first flush has lowered removal efficiency and increases the operational load of sewage treatment plants. Sewage water quality after a overflow when the reasonable turbidity was measured at this point flows to excluded intercept flow(1Q) can be discharged to stream.

• 한국가시화정보학회지
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• 제15권2호
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• pp.48-58
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• 2017

To analyze bubbles generated by an ABB (Air Bubble Barrier), we developed image processing procedure and statistical analysis method. Air was discharged from 5 mm nozzle as swarm form at the bottom of 1 m3 water tank. Flow rates of discharged air are ranged from 2 L/min to 20 L/min and these are corresponding to Reynolds number of 1766-17663. Rise velocity of bubble is extracted by using image process pretending intrusive method. Mean equivalent velocity was calculated using void fraction weighting factor. Bubble diameter is obtained and compared with correlations in the literature. Also, we present a correlation according to the result of this study. Mean velocity and mean diameter of bubbles increase with increasing gas Reynolds number. But these parameters show an asymptotic trend when they approach to high Reynolds number.

• 대한기계학회논문집
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• 제5권4호
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• pp.320-328
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• 1981

Experimental study of a round. free air jet is accomplished using a crossed hot wire probe with a constant temperature hot wire anemometer. Mean velocity Profiles, Reynolds stresses, tubulent intensities, velocity probability densities and correlation functions are measured in the down tream region. These values are calculated and averaged inthe correlation and probability analyzer. The reults are interpreted by the output of te dual beam oscilloscope.

• 한국융합학회논문지
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• 제6권2호
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• pp.37-42
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• 2015

오늘날 지구는 환경오염이 심해짐에 따라 여러 가지 자연 재해 때문에 실제 사용할 수 있는 수자원이 점차 고갈되어 가고 있어 그 수자원을 절약할 수 있는 방법이 필요한 때이다. 본 연구는 욕실용 수전 모델들의 내부에서의 유동 해석을 하여 속도 및 온도 분포들을 분석하였다. Model 3가 Model들 중 혼합 후의 온도가 가장 균일하게 나타나고, Model 3는 가장 낮은 속도 분포를 가지고 있고 혼합을 위한 공간이 가장 커서 물의 배출속도에 가장 많은 영향을 줌으로서 물을 아낄 수 있다고 보인다. 본 연구 결과를 이용하여 여러 가지 모양의 공간을 만들어 더욱 혼합이 잘 이루어지게 하여 그 물을 아끼는 욕실용 수전 모델의 개발에 활용될 수 있다고 사료된다. 또한, 디자인 면에서 융합 기술로의 접목도 가능하여 미적인 감각을 나타낼 수 있다.

• 상하수도학회지
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• 제22권1호
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• pp.93-103
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• 2008

This study was conducted to optimize a unidirectional flushing program in distribution pipes by analysis of water pressure, velocity, quality, and other parameters during flushing. As a result, correlation coefficient between flushed pipe length and the flushing duration was obtained $R^2=0.83$ and the equation $Y_{Time}=0.0571{\cdot}X_{Pipe\;length}+4.7648$ for 10 pipes. The averaged flushing velocity in the pipes, 1.1 m/s, was enough to remove loose deposits on the inner wall of the pipes. 3 of 92 water samples taken during flushing met the National Drinking Water Quality Standard for Fe and Mn, but not for Al. Turbidity less than 1 NTU is suggested for the appropriate criteria to finish flushing in pipes. The coefficient of determination ($R^2$) between turbidity and TSS was 0.95 and the equation was induced as $Y_{TSS}=1.2068{\cdot}X_{Turbidity}$. The amount of removed deposits could be estimated from the turbidity data of discharged water in field because turbidity and TSS in the discharged water is highly correlated.

• 한국화재소방학회논문지
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• 제31권4호
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• pp.26-34
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• 2017

본 논문은 거실제연설비의 인접구역 상호제연방식의 성능 확인 및 향상을 위한 논문으로써 국가화재안전기준(NFSC)과 NFPA 연기제어에 관한 규정을 비교 분석하였다. 분석방법은 화재 시뮬레이션(FDS)을 통해 모델링을 실시하여, 급기량 변화, 제연경계의 폭, 화재실내 가연물 변화, 유입공기의 풍속차이를 통해 이루어졌다. 그 결과 청결층 확보를 위해 급기량을 배출량 이하로 하였을때 화재실에서의 청결층 확보에 유리한 것으로 나타났으나 급기실에서는 급기량을 배출량 이상으로 하였을때 청결층 확보에 유리한 것으로 나타났으며, 제연경계의 폭이 길어질수록 성능 확보에 유리한 것으로 나타났다. 또한 가연물의 종류에 따라 급기량과 배출량을 고려해야 하며, 공기유입구 풍속은 급기량을 감소시킴과 동시에 공기유입구 풍속을 낮게 하므로써 화재실의 청결층 확보에 유리한 것으로 나타났다.

• 상하수도학회지
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• 제28권4호
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• pp.479-489
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• 2014

Membrane backwashing waste shows seasonally different characteristics and it has bad settleability differently from general backwashing waste in water treatment plant. When chemicals was injected to membrane backwashing waste, the settleability was better than chemicals was not injected. However, when settled lower sludge was not discharged, flowing sludge continuously was concentrated over a certain surface and floatation penomena occurred according to flowing velocity. When the lower sludge was discharged continuously in the thickener to prevent floatation penomena of turbidity materials, the depth of sludge surface was the least and the settleability increased.

• 해양환경안전학회지
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• 제9권2호
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• pp.53-57
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• 2003

한반도 서남부해역은 하계 양자강의 유출에 의해 저염분 현상이 발생한다. 중국 대통(Datong)에서 지난 65년(1922­1986)간 장기관측한 자료에 의하면 매년 양자강 유출량은 일정하지 않으며, 최대 유출량은 최소유출량의 2배 이상이 됨을 보여주고 있다. 따라서 양자강의 유출량을 달리하여 저염확산을 수치모델로 연구하고자 하였다. 수치모델은 POM(Princeton Ocean Model)을 사용하였다. POM은 연직적으로 $\sigma$­좌표계를 사용하는 3차원 해양순환모델이다. 모델 수행 후 연구해역내 대륙사면에서 유속이 강하게 나타났다. 또한 제주도 서쪽을 통해 북상하여 황해중앙부로 들어가는 흐름이 있으며, 대륙연안을 따라 남하하는 흐름이 있음을 알 수 있다. 양자강 유출량을 부여한 후 수행한 모델의 결과를 보면 양자강 유출량이 많을수록 저염분역이 제주도에 가깝게 나타남을 알 수 있다.