• 터널과지하공간
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• 제21권2호
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• pp.138-144
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• 2011

광산이 폐광을 하는 경우 배수시스템을 정지함으로 인해 갱도는 물로 포화된다. 갱도가 포화되었을 때 갱도 주변의 암석은 완전히 포화되고 갱도 주변 암반에는 수압이 작용한다. 암석의 일축압축강도는 함수율에 따라 달라지며 함수율이 증가함에 따라 감소한다. 수압은 암석 내 균열이나 암반 내 불연속면의 확장을 유발하게 된다. 갱도 내 포화된 수압이 지보압을 발휘할 수도 있지만 지하수에 의해 발생한 암반 물성의 저하는 갱도의 안정성을 감소시킬 것이다. 본 연구에서는 수압에 의해 발생한 갱도 주변 암반의 물성 저하가 갱도의 안정성에 미치는 영향을 평가하기 위하여 2차원 불연속해석과 3차원 연속해석을 실시하였다. 수치해석 결과 수압에 의해 유발된 갱도 주변 암반의 물성 저하는 갱도 주변 암반의 변위 증가에 영향을 미치고, 2차원 해석 결과는 3차원 해석 결과 보다 큰 변위를 나타냈다.

• 한국수자원학회논문집
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• 제52권5호
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• pp.373-380
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• 2019

본 연구에서는 상수도관망의 피해율 저감을 위한 최적의 펌프운영기법을 제안하였다. 펌프운영시스템은 효과적인 펌프운영을 위하여 개발되었다. 이를 위해 펌프와 소통할 수 있는 압력센서가 상수도관망의 관말단부에 설치되었다. 펌프운영시스템은 관말단의 센서로 부터 수신된 데이터를 통하여 펌프를 제어하게 된다. 따라서 펌프운영시스템은 관말단부에 충분한 유량을 전달할 수 있는 압력을 유지할 수 있고 불필요한 압력을 줄일 수 있다. 펌프운영시스템의 효과를 입증하기 위해 신뢰성해석모형이 사용되었고 기존의 펌프운영시스템과 새로운 펌프운영시스템의 운영결과를 통하여 상수도관의 파괴확률을 정량적으로 비교하였다. 이를 위해서 부정류해석을 수행하였고 그 결과는 파괴확률을 산정하는데 사용되었다. 그 결과, 새로 제시된 펌프운영시스템은 상수도관의 파괴확률을 현저히 낮출 수 있음을 확인할 수 있었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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• pp.27-33
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• 2001

Objective of this study is to investigate the structural behavior of the concrete lining in water pressure tunnel. In many cases, the concrete lining of water pressure tunnel has not considered as a major structure comparing to the other structures, resulting in use of conservative analysis and design. For the detailed analysis of concrete lining of water pressure tunnel, factors such as rock pressure and water pressure have to be considered. In this study, analysis of concrete lining was performed by using beam element method, shell element method and solid element method. Analysis results showed that the tensile stress at crown of concrete lining is greatly affected by the stability of concrete lining and the tensile stress for the concrete lining has to be evaluated for the section where maximum moment is occurred.

• 대한간호학회지
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• 제17권2호
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• pp.116-121
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• 1987

This study was undertaken to elucidate effects of ingesting small or large amount of tap or iced water on circulation of normal healthy men with the purpose of furnishing basic data for nursing intervention of myocardial infarction patients. The subjects for this study were normal healthy men consisting of 30men and 30women in age from 22 to 30 years. One group consisting of 30men drank 240m1 tap water on day l and 240m1 iced water 24hours later. The other group drank 960m1 tap water on day 1 and 960m1 iced water 24hours later. Blood pressure and heart rate were taken in a sitting position before ingesting water, and immediately after ingesting it and at 2,5,10,15,30 minute intervals thereafter. Changes of heart rate, systolic and diastolic blood pressure after ingesting water were compared with those of preingestive period. The results obtained were as follows : 1. There were no significant changes in blood pressure and heart rater after ingesting small amount of water regardless of its temperature. 2. No significant decrease in blood pressure after ingesting large amount of tap water at all time peroids was noted. 3. A strongly significant interaction effect bet-ween temperature and volume was demonstrated, that is, there was a highly significant decrease in blood pressure and heart rate at all time periods after ingesting large amount of iced water.

• 상하수도학회지
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• 제28권3호
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• pp.277-286
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• 2014

Water discolouration and increased turbidity in the local water service distribution network occurred from hydraulic incidents such as drastic changes of flow and pressure at large consumer. Hydraulic incidents impose extra shear stresses on sediment layers in the network, leading to particle resuspension. Therefore, real time measuring instruments were installed for monitoring the variation of water flow, pressure, turbidity and particulates on a hydrant in front of the inlet point of large apartment complex. In this study, it is attempted to establish a more stable water supply plan and to reduce complaints from customers about water quality in a district metering area. To reduce red or black water, the water flow monitoring and control systems are desperately needed in the point of the larger consumers.

• 상하수도학회지
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• 제10권3호
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• pp.92-99
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• 1996

The effects of membrane fouling on the water permeability were examined using the hollow fiber microfiltration (HMF)membrane. A membrane module with a pore size of 0.1 micron was submerged in the permeation tank and water bath. The applied pressure was 12.4 kPa for direct solid-liquid separation of activated sludge. As the concentration of MLSS(880~2180mg/l) of the feed solution increased, the decreasing rates of the water flux increased and the membrane was clogged more rapidly. The water flux through the membrane did not increase effectively even with the increase in the applied pressure(40.0~93.3kPa). When the membrane was cleaned with water, the recovery rate of water flux were larger for lower applied pressure. The results indicated that the process of direct solid-liquid separation using HMF membrane was effective at lower pressure.

• 한국표면공학회지
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• 제9권3호
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• pp.5-8
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• 1976

In this study, a ruture strength of epoxy resin film coated on the leaking spot in waterpipe line was determined, using water pressure, without interrupting water supply. This results could be used for the sealing of water leakage in large size waterpipe lines. An experimental equation {{{{P=Kt^m~ /R^n~ (m=2, n=3.5) }} was also obtained, where P is the rupture pressure, K is constant, t is the thickness and R is the radius of the resin film. From this results, the safe쇼 thickness of the film for a domestic use was calculated with various radii against the maximum pressure.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.588-593
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• 1999

This study were performed to investigated the behavior of excessive pore water pressure with embankment of soft clay. The dissipation behavior of excessive pore water pressure in the improved and non-improved area was used to compare and alyze with lateral displacement , and to investigated the applicability of the methods for stability evaluatio of soft clay. The behavior of excess pore water pressure could be used to the fundamental data for stability evaluation, and the evaluation of the stability of embankment was recommended to use the indlination of curve rather than critical line.

• 지구물리
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• 제6권2호
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• pp.49-56
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• 2003

Under the attack of storm waves, there are many destructions of coastal structures in the forms of sinking and sliding. There types of destructions will be in close relation to the dynamic behavior of sand bed around the structures. Form this point of view, in this pear, we investigate the characteristics of the pore water pressure and effective stresses in the highly saturated sand bed under oscillating water pressure theoretically. The results indicate that the oscillating water pressure induce the notable drop of strength of and bed around the structure under certain condition.

• Asian-Australasian Journal of Animal Sciences
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• 제9권6호
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• pp.723-726
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• 1996

A water loaded pressure device using water as the breaking force was developed to evaluate eggshell strength and compared with a dropping ball techniques. Further, relationships of shell thickness and weight of eggs to shell strength were also studied. Values for both of the shell strength measuring methods showed a highly significant correlation (p < 0.001) with shell thickness. The water loaded pressure method had a much higher simple correlation coefficient for shell thickness (r = + 0.786) than the dropping ball method (r = + 0.577). The shell strength measured by the water loaded pressure method appeared not to be correlated to egg weight. On the other hand, the negative sign of the standard partial regression coefficient and the partial regression coefficient of egg weight in the estimated multiple regression equation implied that for a given shell thickness a larger egg tended to have less shell strength than a smaller egg.