• 한국수자원학회논문집
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• 제46권11호
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• pp.1103-1113
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• 2013

본 연구에서는 상수관망의 수압모니터링지점 선정방법을 제시하고 이를 모의하기 위해 단순화된 샘플관망에 적용하여 최적위치를 선정하였다. 또한, 최적의 수압모니터링지점 선정방법을 도출하고 실제 도시의 상수관망에 적용하여 모니터링 지점을 선정해보았다. 모니터링 지점선정방법은 크게 세 가지로 구분하여 계산하였다. 먼저 조도계수 변화로 인한 민감도분석, 유량변화로 인한 압력기여도분석과 민감도분석을 통하여 모니터링 지점을 선정하였다. 그리고 부정류 해석결과를 이용한 압력기여도분석과 민감도분석결과를 정류해석결과와 비교하였다. 결과를 통하여 가장 효과적이고 간편한 방법을 선정하였고 실제 상수관망에 적용하였다. 본 연구에서 제시된 모니터링 지점선정방법은 상수관망의 유지관리는 물론 누수탐지를 위한 수압관리 모니터링 지점선정방법으로 활용이 가능할 것으로 판단된다.

• Korean Journal of Hydrosciences
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• 제6권
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• pp.99-105
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• 1995

External forecs acting on a pipe bend change when a transient pressure wave propagates through the bend. Analytical expressions are derived to compute the changes of these forces which depend mainly on static pressure rather than fluid momentum. This analysis reveals that the change of the vertical component of the force acting on a pipe bend with an angle larger than 90 may reverse in direction during the passage of a pressure wave through the bend.

• 한국수자원학회논문집
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• 제47권12호
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• pp.1177-1185
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• 2014

대경사 수로의 부등류에 대해 적용될 수 있도록 수정된, 새로운 정수압 분포를 제시하였다. 이것을 천수방정식에 적용하여 대경사를 지나는 천수 흐름을 정확하게 해석할 수 있는 유한체적 모형을 개발하였다. 포물선형 융기의 배수에 대해 압력 수정이 고려된 모형에서 바닥 경사 생성항의 영향이 줄어들어 융기의 하류에서 도수의 진행 속도가 크게 감소되었다. 삼각형 턱을 지나는 댐 붕괴 흐름에 대한 모의에서 압력 수정항이 추가된 모형으로 디지털 영상분석에 의한 수면을 압력 수정이 고려되지 않은 경우에 비해 더 잘 포착할 수 있음을 확인하였다. 압력 수정항 덕분에, 턱에 반사되는 흐름은 줄어들고 월류는 늘어 모의 결과가 실험 결과에 잘 부합된다. 따라서 댐의 여수로나 해안의 처오름 등 실용적인 문제에 대한 이 모형의 적용성이 기대된다.

• 한국자동차공학회논문집
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• 제12권3호
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• pp.27-36
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• 2004

A Numerical analysis has been used to predict the performance in the automotive water pump with double discharge single suction. The influence of parameters such as coolant flow rate, rotational speed, ratio of blade height and clearance has been investigated. Also, the prediction of hydraulic performances such as static pressure rise, shaft power, hydraulic power and pump efficiency is carried out on the water pump including an impeller and a volute casing. A full size water pump test bench has been developed to validate the CFD flow model. Discharge flow rate, suction pressure, discharge pressure, rotational speed and torque measurements are provided. Coolant temperature is 8$0^{\circ}C$, water tank pressure is 1 kgf/$\textrm{cm}^2$ and flow rates vary.

• 대한기계학회논문집B
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• 제31권1호
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• pp.16-20
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• 2007

In this paper, convective heat transfer and flow characteristics of $Al_2O_3$ nanoparticles suspended in water flowing through uniformly heated tubes are experimentally investigated under laminar flow regime. The heat transfer coefficient and the pressure drop of nanoparticles suspended in water are experimentally presented according to the pumping power. In addition, the heat transfer coefficient and the pressure drop of $Al_2O_3$ nanoparticles suspended in water are compared with those of pure water under the fixed pumping power. It is shown that the heat transfer coefficient of $Al_2O_3$ nanofluids with 0.1% volume fraction is enhanced by about 12% although the increment of the pressure drop of those is 4% compared with those of pure water.

• Nuclear Engineering and Technology
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• 제36권4호
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• pp.285-294
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• 2004

Pressure wave propagation in the discharge piping with a sparger submerged in a water pool, following the opening of a safety relief valve, is analyzed. To predict the pressure transient behavior, a RELAP5/MOD3 code is used. The applicability of the RELAP5 code and the adequacy of the present modeling scheme are confirmed by simulating the applicable experiment on a water hammer with voiding. As a base case, the modeling scheme was used to calculate the wave propagation inside a vertical pipe with sparger holes and submerged within a water pool. In addition, the effects on wave propagation of geometric factors, such as the loss coefficient, the pipe configuration, and the subdivision of sparger pipe, are investigated. The effects of inflow conditions, such as water slug inflow and the slow opening of a safety relief valve are also examined.

• 한국터널지하공간학회 논문집
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• 제6권1호
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• pp.41-50
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• 2004

본 논문에서는 기존댐 인접지에 터널구조물을 건설하기 위한 발파시, 폭괴하중으로 인한 지반진통이 댐 제체와 간극수암에 마치는 영향을 고찰하였다. 댐의 안정성 검토는 발파시 발생하는 코어부의 최대입자속도 (Peak Particle Velocity)를 계산하여 수행하였다. 간극수와 지반진동간의 상호 연계해석을 위하여 댐 제체에 대한 정상상태 흐름해석을 수행하여 간극수압 분포를 파악하고, 유발된 과잉간극수암 및 유효응력분포로 발파하중이 인접지반에 미치는 영향을 분석하였다. 또한 발파와 같은 급속하중 재하 후 과잉간극수압의 증가 및 소산현상 해석을 위하여 Finn & Byrne Model을 적용하여 하중재하 전후의 유효응력 변화양상을 검토하였다.

• 한국초등과학교육학회지:초등과학교육
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• 제19권1호
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• pp.145-156
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• 2000

Elementary school teachers' understandings about buoyancy were investigated through the questionnaire method. The questionnaire was composed of 4 questions on hydraulic pressure and 8 questions on buoyancy. The questions on buoyancy asked about the correlation of buoyancy with following basic concepts, density of liquid, volume of submerged object and so forth. 295 teachers on the 22 elementary schools in Busan, Yangsan and Gimhae were selected through random sampling method. The results of this study were summarized as follows: On the correlation of the magnitude and direction of hydraulic pressure with the depth of water, a large portion of the respondents had a scientific conception. But on the correlation of hydraulic pressure with density, the relatively small portion of them appeared to have a scientific conception. The respondents, on the whole, had a scientific conception about the correlation of buoyancy with density of liquid. But they seemed to have naive conceptions about the correlation of buoyancy with the volume of a submerged object and with the depth of water, the amount of water in container and the reduced amount of water by the object from container. We found that the respondents were context dependent and tended to search for solutions for the questions of buoyancy using the concept of pressure in the water. From above results, we suggested that in the would-be revised elementary science text book, the contents of pressure in the water should be introduced after the concept of weight in the water was gained.

• Geomechanics and Engineering
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• 제30권2호
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• pp.153-167
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• 2022

This study proposes a method to analyze the distribution of coal porosity disturbances after the excavation of ultra-large-diameter water jet boreholes using a coal wetting and softening model. The high-pressure jet is regarded as a short-term high-pressure water injection process. The water injection range is the coal softening range. The time when the reference point of the borehole wall is shocked by the high-pressure water column is equivalent to the time of high-pressure water injection of the coal wall. The influence of roadway excavation with support and borehole diameter on the ultra-large-diameter jet drilling excavation is also studied. The coal core around the borehole is used to measure the gas permeability for determining the porosity disturbance distribution of the coal in the sampling plane to verify the correctness of the simulation results. Results show that the excavation borehole is beneficial to the expansion of the roadway excavation disturbance, and the expansion distance of the roadway excavation disturbance has a quadratic relationship with the borehole diameter. Wetting and softening of the coal around the borehole wall will promote the uniform distribution of the overall porosity disturbance and reduce the amplitude of disturbance fluctuations.

• 대한토목학회논문집
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• 제30권1C호
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• pp.53-63
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• 2010

함수특성곡선은 불포화지반의 거동을 분석하는데 있어서 매우 중요한 물성으로 활용되고 있으나 많은 경우 상재하중과 세립분의 영향을 고려하지 않은 상태에서 측정되어 적용해 왔다. 따라서 본 논문에서는 국내의 대표적인 풍화토를 대상으로 상재하중과 점토의 함유량에 따른 함수특성 영향을 살펴보았다. 상재하중, 세립분, 그리고 이력 조건을 고려하여 함수특성과 불포화 투수계수를 SWCC 시험결과를 토대로 평가하였다. 또한 불포화시 습윤용적과 확산능력에 대하여도 살펴보았다.