• 제목/요약/키워드: Residual water pressure

검색결과 160건 처리시간 0.025초

Fire resistance and residual strength of reactive powder concrete Using metakaolin

  • Jang, Hongseok;Yi, Jebang;So, Seungyoung
    • Steel and Composite Structures
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    • 재36권6호
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    • pp.657-669
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    • 2020
  • This study investigates the fire resistance characteristics of reactive powder concrete according to changes in the cement content per unit area, mixing ratio of metakaolin (MK), and content of polypropylene fiber. A fire test was conducted, and the resulting residual strength characteristics were investigated through flexural and compressive strength measurements, as well as condition rating classification based on visual evaluation. MK effectively reduced the initial high content of calcium hydroxide, thereby reducing the water vapor pressure generated during pyrolysis and slowing spalling. Furthermore, the pore structure and loose tissue were effective for relieving the water vapor pressure in the event of a fire.

계측에 의한 터널 라이닝의 안전성 분석 (A Safety Analysis of Tunnel Lining for Monitoring)

  • 우종태;이송
    • 한국구조물진단유지관리공학회 논문집
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    • 제6권3호
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    • pp.103-110
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    • 2002
  • Maintenance monitoring of the tunnel which offers continuous data during and after tunneling has been applying to tunnels in order to meet the maintenance of tunnel and to confirm continuous security of the tunnel after tunneling. But, the maintenance monitoring of tunnel results for long period is not easy to find, and moreover, the rational analysis method on tunnel monitoring has not been established yet. In this study, the relationships between displacement and stress of the tunnel concrete lining using various analysis methods are compared with maintenance monitoring. The tunnel behavior were measured in the subway tunnel passing comparative soft the weathering and analyzed both security and mechanical characteristics of the tunnel concrete lining. Also, analyzed relationship between residual water pressure applied on tunnel design and one obtained by monitoring.

흐름과 진행파에 의한 해저지반 내 잔류간극수압의 해석해 (An Analytical Solution of Flow and Progressive Wave-Induced Residual Pore Water Pressure in Seabed)

  • 이광호;김동욱;강기천;김도삼;김태형
    • 한국지반공학회논문집
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    • 제31권7호
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    • pp.13-28
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    • 2015
  • 본 연구에서는 잔류간극수압의 추정에 관한 기존의 해석해에서 지적된 오류를 수정한 Lee et al.(2015a)의 연구결과를 진행파와 흐름의 공존장으로 확장한다. 이 때, 흐름이 없는 경우를 대상으로 한 Lee et al.(2015a)의 이론결과에 흐름에 의한 입사파의 주기와 파장의 변화를 고려하여야 한다. 검증에서는 Laplace 변환법으로부터 무한 두께의 경우에 대해서만 해를 제시한 Jeng and Seymour(2007)의 해석해와 Fourier 급수전개법에 의한 본 해석해의 두 결과를 비교하여 각각 상이한 형태를 갖는 두 해석해의 결과가 완전히 동일하다는 것을 확인할 수 있었다. 따라서, 유한, 무한 및 얕은 두께의 해저지반에 대한 각 해석해에 흐름속도의 크기와 방향, 지반두께 및 입사파 주기 등을 변화시켜 잔류간극수두의 변화특성을 면밀히 분석 검토하였다. 제시되는 각 해석해에서 지반두께의 변화에 의해 유한 두께의 토층에서 얕은 두께로의 점근적인 접근은 가능하지만, 무한 두께로의 접근은 불가능하며, 유한 두께와 무한 두께의 사이에는 동일한 토층 두께에 대해서도 서로의 결과가 일치하지 않는 경우가 있다는 것을 확인할 수 있었다.

원전 정상가동조건 적용 방식이 원자로 압력용기 상부헤드 관통 노즐의 용접 잔류응력에 미치는 영향 (Effect of Normal Operating Condition Analysis Method for Weld Residual Stress of CRDM Nozzle in Reactor Pressure Vessel)

  • 남현석;배홍열;오창영;김지수;김윤재
    • 대한기계학회논문집A
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    • 제37권9호
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    • pp.1159-1168
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    • 2013
  • 가압형 경수로 원자로의 압력용기 상부헤드 관통노즐 J-groove 용접부 주변에서 일차수응력부식균열(PWSCC)로 인한 냉각수 누설사례가 발생하고 있다. 본 연구에서는 PWSCC 의 주요 원인 중 하나인 용접 잔류응력을 유한요소 해석을 이용해 평가하고 원자력 발전소의 정상가동 조건을 해석에 반영하는 방법이 용접잔류응력 분포에 미치는 영향에 대한 분석을 수행하였다. 또한 반복되는 원자력 발전소의 가동 주기가 용접잔류응력 분포에 미치는 영향을 확인하여 정상가동조건에서의 정확한 용접 잔류응력을 예측할 수 있는 방법을 분석하였다.

상수도 관망의 유수율 제고 기술의 적용 및 분석 (Technical Application and Analysis for Reduction of Water Loss in Water Distribution Systems)

  • 김주환;이두진;배철호;우형민
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2009년도 학술발표회 초록집
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    • pp.260-266
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    • 2009
  • 본 연구는 지방상수도 배급수 관망의 유수율을 향상시키기 위하여 수량관리를 위한 블록시스템 구축을 통한 구역화 계량, 누수의 정량화를 위한 야간최소유량 측정을 통한 누수평가지표 및 국제 누수지수ILI(Infrastructure Leakage Index)의 도입, 압력제어를 통한 누수저감 효과분석, 장기적인 계획수립을 위하여 노후수도관의 잔존수명 예측 등 누수를 평가 관리할 수 있는 기술을 개발, 제안하였다. N시 야간최소유량 측정을 통하여 주거지역과 상업지역에서 정량적인 누수평가지표로 관길이당, 급수전당의 허용기준누수량을 산정하였다. 이는 관망정비가 완료된 주거, 상업지역을 각각 대상으로 UK water industry에서 제안한 방법을 이용하여 실측을 통한 야간최소유량을 분석함으로써 유수율을 대신할 수 있는 허용누수량 산정식을 개발하였다. 압력제어를 통한 누수저감효과는 감압변의 설치를 통하여 수행되는데, 사천시 우티 배수구역을 대상으로 압력관리 구역을 4개로 분할하고 감압밸브 3개소, 가압펌프 1개소를 설치하여 압력을 조절한 결과 약 $466\;m^3/day$의 누수를 저감시킬 수 있을 것으로 나타나 압력관리를 통하여 연간 113백만의 비용절감효과가 기대되었다. 노후 상수관로의 부식속도 및 잔존수명 예측 연구에서는 매설년도, 토양 또는 수질특성에 따른 관체의 부식속도를 평가함으로써 잔존두께를 예측할 수 있는 모델을 개발하였으며 또한 부식으로 인한 공식특성에 따른 잔존강도 등을 평가할 수 있는 비선형회귀 모형을 개발, 수도관의 잔존수명예측에 활용하여 장단기 노후관 개대체 계획수립에 활용할 수 있도록 제안하였다. 본 연구의 결과들은 지방상수도의 유수율 제고 및 관망정비사업에 적극적으로 활용할 수 있는 누수평가 및 관리기법을 제안할 수 있을 것으로 기대된다.

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수평배수재용 순환골재와 쇄석의 현장시험 (Field Test of Recycled Aggregates and Crushed Stone as Horizontal Drains)

  • 김시중;이달원
    • 한국농공학회논문집
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    • 제54권1호
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    • pp.39-45
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    • 2012
  • In this study, field test on utilization of recycled aggregates and crushed stone as horizontal drains to use an alternative material of sand in soft ground is practiced. The settlement with time showed similarly ranged from 28.4-30.3 cm in the all horizontal materials. The excess pore water pressure of the recycled aggregates and crushed stone showed smaller than sand. The small the excess pore water pressure becomes faster the consolidation period and it can reduces the amount of residual settlement. Therefore, it was verified as having enough to an alternative materials that the field applicability is excellent. The distribution of earth pressure with time showed similarly in the all horizontal materials. The recycled aggregates and crushed stone was very applicable to practice because there is no mat resistance in the horizontal drains layer. The penetration rate in the SCP and PVD improvement sections did not show large differences as the grain size and the horizontal drainage height increases.

Scientific Appreciation of Groundwater in the Hydrologic Cycle. - Some Experimental Results Concerning Rapid Water Table Response to Surface Phenomena.

  • Kayane, Isamu
    • 물과 미래
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    • 제22권3호
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    • pp.289-298
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    • 1989
  • A review is made of transient phenomena ralation to flow in the vadose zone. Reviewed topics include rapid water table response to rainfall, pulsating flow due to pressure perturbations in the vasoes zone, and the wave-like propagation of increased soil moisture caused by intermittent rainfall. As a basis of interpreting these phenomena, zoning of the vadose zone into a residual water zone, an unsaturated capillaty zone, and a saturated capillary zone are proposed. Possible implications with respect to hydrological processes relating to these phenomena are discussed.

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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.

Pulsed UV 처리수에서의 자연유기물질, 잔류염소 및 소독부산물 생성 거동 (Behavior of Natural Organic Matter(NOM), Chlorine Residual, and Disinfection By-Products(DBPs) Formation in Pulsed UV Treated Water)

  • 손진식;한지희
    • 상하수도학회지
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    • 제26권5호
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    • pp.685-692
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    • 2012
  • UV technology is widely used in water and wastewater treatment. Many researches have been conducted on microbial disinfection and micro pollutant reduction with UV treatment. However, the study on NOM with UV has limited because low/medium pressure UV lamp is not sufficient to affect refractory organics such as NOM. Pulsed UV treatment using UV flash lamp can be operated in the pulsed mode with much greater peak intensity. The pulse duration is typically in microseconds, whereas the interval between pulses is in the order of milliseconds. The high intensity of pulsed UV would mineralize NOM itself as well as change the characteristics of NOM. Chlorine demand and DBPs formation is affected on the changed amounts and properties of NOM. The objective of this study is to investigate the effect on NOM, chlorine residual, and chlorinated DBPs formation with pulsed UV treatment.

흙-수분 특성곡선 방정식을 이용한 체적함수비의 예측 (Prediction of the Volumetric Water Content Using the Soil-Water Characteristic Curve on an Unsaturated Soil)

  • 송창섭
    • 한국환경복원기술학회지
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    • 제7권6호
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    • pp.39-48
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    • 2004
  • The purpose of this paper was to confirm the application of the equation of the soil-water characteristic curve on an unsaturated soil. To this ends, a series of suction test was conducted on the selected 4 kinds of soil which is located in Korea, using the modified pressure extractor apparatus. And it was carried out to analyze the experimental parameters which can describe the soil-water characteristics, were determined by using the data obtained from the experiment. From the results, it was found that the matric suction was varied according to the grain size distribution, amount of fine grain particle and void ratio. Also it was found that the residual volumetric water content was decreased with the void ratio, but the index related air entry value, the soil parameter related water content and the parameter with residual water content were increased with the void ratio. And the application of equation of the soil-water characteristic curve was confirmed for the various conditions and the various state by the comparison between the volumetric water content measured by the experiment and the predicted values.