• 제목/요약/키워드: water pressure

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DSC구성방정식을 이용한 포화사질토의 액상화 거동 예측 (A Study on Prediction of the Liquefaction Behavior of Saturated Sandy Soils Using DSC Constitutive Equation)

  • 박인준;김수일;정철민
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.201-208
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    • 2000
  • In this study, the behavior of saturated sandy soils under dynamic loads - pore water pressure and effective stress - was investigated using Disturbed State Concept(DSC) model. The model parameters are evaluated from laboratory test data. During the process of loading and reverse loading, DSC model is utilized to trace strain-hardening and cyclic softening behavior. The procedure of back prediction proposed in this study are verified by comparing with laboratory test results. From the back prediction of pore water pressure and effective mean pressure under cyclic loading, excess pore water pressure increases up to initial effective confining pressure and effective mean pressure decrease close to zero in good greement with laboratory test results. Those results represent the liquefaction of saturated sandy soils under dynamic loads. The number of cycles at initial liquefaction using the model prediction is in good agreement with laboratory test results. Therefore, the results of this study state that the liquefaction of saturated sandy soils can be explained by the effective tress analysis.

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천수에서의 슬래밍 현상에 대한 실험적 연구 (An Experimental Study on Shallow Water Effect in Slamming)

  • 강효동;오승훈;권순홍
    • 한국해양공학회지
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    • 제23권1호
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    • pp.60-66
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    • 2009
  • This study presents an experimental investigation of the shallow water impact of a box type structure. The analysis was done based on the video images captured by a high speed camera, the flow field obtained by PIV (Particle Image Velocimetry), and pressure measurements in the divided region. The video images showed quite good agreement with the description given by Korobkin. The PIV measurements of the velocity field provided a clear view of the flow pattern for all three stages. The pressure was measured at the bottom of the tank with strain gauge type pressure gauges. The pressure measurements showed the characteristics of divided regions.

붕적층내의 간극수압 반응에 관한 실험적 연구 (An Empirical Study on the Characteristics of Pore Water Pressure Reaction in Colluvium Model)

  • 정두영;최길렬
    • 한국지반공학회지:지반
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    • 제8권2호
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    • pp.59-70
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    • 1992
  • 지질구조의 일례를 모형화하여 3종류 시료에 대해 간극수압계를 사용하여, 가압수두와 간극비 변화에 따른 간극수압 변화측정을 60회의 실험을 통하여 실시하였다. 본 연구는 불포화 붕적토층에서 간극비와 가압수두 변화에 따른 간극수압의 변화를 기록하여 최종간극수압 VWT와 공기간극수압 Ua를 구하여 이들의 변화를 최종반응률과 공기반응률로 나타냈으며, 시료별로 투수계수와 간극비의 관계를 수식화 하였다. 실험결과 시료에 따라 간극수압 변화 형태가 계단형과 파형으로 나타났으며, 최종간극수압까지의 시간 지체는 모래, 사질실트, 점토질 모래 순이었다.

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Al 분말과 Water 혼합물의 연소특성 연구 (Combustion Characteristics of Al powder with Water Suspension)

  • 기완도;김광연;;조용호
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2012년도 제38회 춘계학술대회논문집
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    • pp.157-162
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    • 2012
  • 미크론 크기의 알루미늄 분말과 물 혼합물의 기초 연소 특성 연구를 진행하였다. 대기압 환경에서 연소속도에 영향을 미치는 당량비와 혼합물 밀도를 변화시켜 알루미늄-물 혼합물의 연소 특성 연구를 진행하였다. 이를 바탕으로 고압 환경하에서의 알루미늄 분말과 물 혼합물에 대한 연소 특성을 연구하기 위한 장치를 설계하였다. 고압 환경에서 2~50기압 범위에서는 압력에 따른 연소속도의 영향은 나노 분말의 연소 특성과 동일하였으나, 50~70기압 범위에서는 급격한 연소속도 증가 현상이 관찰되었다. 당량비에 따른 실험에서는 산화제 과잉(eq=1.5) 조건에서는 50기압 이상에서는 연소가 진행되지 않았다.

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수성막포 약제를 첨가한 미분무수의 식용유 화재 소화특성 (Extinguishing Characteristics of Cooking Oil Fire by Water Mist added with AFFF Agent)

  • 신창섭;김성룡
    • 한국안전학회지
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    • 제24권5호
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    • pp.21-27
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    • 2009
  • Effective way of cooking oil fire extinguishment is using water mist system which has cooling and smothering effects. Low pressure water mist system has advantage because it is compatible with existing sprinkler systems. To increase the effectiveness of low pressure water mist system, additives can be used which increase the momentum of water particle and the chemical effect. In this experiment, aqueous film forming form(AFFF) agent is used as additive and the effect of additive concentration and water pressure are experimented. For the extinguishment of cooking oil fire such as soybean and olive oils, AFFF agent is effective and can decrease the fire extinguishing time and water consumption.

건축설비용 워터햄머흡수기의 동특성에 관한 수치 연구 (A Numerical Study on the Dynamic Characteristics of Water Hammer Arresters for Building Service Applications)

  • 노승환;차동진
    • 설비공학논문집
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    • 제14권4호
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    • pp.269-277
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    • 2002
  • Dynamic characteristics of water hammer arresters installed in a building water supply system have been investigated numerically by utilizing a commercial rode that employs the method of characteristics. Some preliminary results with those arresters produced in this study agree well with the previously reported. Then, the arresters have been incorporated into a water supply pipe system of a $59m^2$ apartment unit constructed by a leading construction company, and their dynamic characteristics, especially on the reduction in the water hammer pressure, are investigated. It is found that the setting of the arresters in the pipe system, which is recommended by the company, may not be proper for reducing the pressure to less than 1082.0 kPa when buick-closure valves in the pipe system are closed within 30 ms at the static pressure of 542.6 kPa. More arresters in the system may be required to meet a pressure criteria.

실제 상수관망에 대한 모니터링 지점선정방법의 적용 (Application of the Determination Method of Monitoring Location in Real Water Distribution System)

  • 박용균;정성균;권혁재
    • 상하수도학회지
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    • 제29권6호
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    • pp.617-623
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    • 2015
  • In this study, determination methods of monitoring location in water distribution system were suggested and applied to real test bed. Small block of Gwangtan water distribution system is consisted of 582 pipes, 564 junctions, 1 reservoir, and 1 pump station. Small block of Ho Chi Minh water distribution system is consisted of 162 pipes, 148 junctions, and 1 reservoir. Two small block water distribution systems were analyzed by pressure contribution analysis method to determine the optimum monitoring locations. The pressure change was estimated at each junctions by the additional demand at a junction. From the results, the optimum monitoring location can be determined by rank of pressure contribution index at each junctions due to demand change at a junction.

Experimental study on the consolidation of saturated silty clay subjected to cyclic thermal loading

  • Bai, Bing;Shi, Xiaoying
    • Geomechanics and Engineering
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    • 제12권4호
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    • pp.707-721
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    • 2017
  • The objective of this paper is to experimentally study the consolidation of saturated silty clay subjected to repeated heating-cooling cycles using a modified temperature-controlled triaxial apparatus. Focus is placed on the influence of the water content, confining pressure, and magnitudes and number of thermal loading cycles. The experimental results show that the thermally induced pore pressure increases with increasing water content and magnitude of thermal loading in undrained conditions. After isothermal consolidation at an elevated temperature, the pore pressure continues to decrease and gradually falls below zero during undrained cooling, and the maximum negative pore pressure increases as the water content decreases or the magnitude of thermal loading increases. During isothermal consolidation at ambient temperature after one heating-cooling cycle, the pore pressure begins to rise due to water absorption and finally stabilizes at approximately zero. As the number of thermal loading cycles increases, the thermally induced pore pressure shows a degrading trend, which seems to be more apparent under a higher confining pressure. Overall, the specimens tested show an obvious volume reduction at the completion of a series of heating-cooling cycles, indicating a notable irreversible thermal consolidation deformation.

상수도 급수방식 전환의 타당성 분석 및 최적 범위 산정모델 연구 (A Study on Feasibility Analysis and Optimum Range Calculation Model by Conversion of Water Supply System)

  • 박준열;신휘수;서지원;김기범;구자용
    • 상하수도학회지
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    • 제31권2호
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    • pp.177-186
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    • 2017
  • This study concerned the analysis on the efficiency of the conversion of water tank type supply system to direct water supply system to examine the feasibility of the conversion, as well as the calculation of optimal conversion range that enables the supply of safe, high-quality water at stable pressure in accordance with the standards of water supply facility. The results of this research showed that when converting water supply system from water tank type supply system to direct water supply system, more nodal points could be properly converted and more reduction of electricity usage was expected in case water pressure rather than residence time was fixed. This means that higher efficacy can be obtained by fixing water pressure when converting water supply system. However, since the number of the locations that received on-spot inspection was small and the electricity usage measured was not exclusively by water supply facility, it is difficult to judge that such reduction of electricity usage accurately represents reduced electricity usage by water supply facility alone. therefore, after having secured on-spot information about a larger number of locations in apartment complexes that have converted water supply system, and utilizing information about electricity usage exclusively by water supply facility, the proposed method of this research could be applied to accurately deducing expected reduction of electricity usage by water supply facilities of various other apartment complexes. It is also considered possible to deduce an effective operation method of water supply system by finding out an area that shows low pressure or low residual chlorine concentration in the optimal conversion range of water supply, followed by estimating the proper location of pumping station or the proper chlorine dosage at the power purification plant that supply water to the target area.

고해상도 상대습도 모의를 위한 농산촌 지역의 수증기압 분석 (An Analysis of Water Vapor Pressure to Simulate the Relative Humidity in Rural and Mountainous Regions)

  • 김수옥;황규홍;홍기영;서희철;방하늘
    • 한국농림기상학회지
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    • 제22권4호
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    • pp.299-311
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    • 2020
  • 농산촌 지역 단일 집수역인 전남 구례군 간전면 중대리계곡과 경남 하동 악양면에서 각각 6지점과 14지점의 기상관측자료를 수집하여 복잡지형에서의 수증기압 및 상대습도 분포를 분석하였다. 중대리계곡에서는 2014년 12월 19일부터 2015년 11월 23일까지, 악양계곡에서는 2012년 8월 15일부터 2013년 8월 18일까지 가장 고밀도로 측정한 시기의 매시 기온과 습도(지면 위 1.5m)를 이용, 농업기상재해 조기경보시스템에서 사용되고 있는 기존의 수증기압 추정방식과 실제 수증기압을 비교하였다. 관측한 수증기압의 해발고도에 따른 기울기는 시간대(0300, 0600, … 2400 LST)에 따라 변동되었고, 야간일수록 위 아래의 수증기압차가 증대되었다. 지형·지표 조건이 다양한 악양계곡 관측 지점에서는 해발고도 외의 요인으로 인한 수증기압 변이가 지점별로 시간대에 따라 다르게 나타났다. 실제에 더 가까운 수증기압 및 상대습도 추정을 위해, 연구 대상지역의 관측자료로 해발고도 편차 당 수증기압 변화를 조정하는 계수를 도출하였다. 상대습도는 포화수증기압 대비 추정된 수증기압으로 모의하였으며, 조기경보시스템에서 사용된 기존 방법보다 도출된 계수를 활용한 추정방식에서 오차가 더 개선되었음을 확인하였다.