• 제목/요약/키워드: Ultimate Pressure

검색결과 269건 처리시간 0.029초

스마트폰 앱을 이용한 산업용 엔진의 모니터링 시스템 개발에 관한 연구 (A Study on Development of Industrial Engine Monitoring System Using Smart Phone Application)

  • 정찬세;김용석;정영만;고주현;정광식;이효성;양순용
    • 드라이브 ㆍ 컨트롤
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    • 제10권2호
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    • pp.7-12
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    • 2013
  • In this study, a wire/wireless communication system transmitting the operation data of engine from the ER (Engine Room) to the engine controller of ECR(Engine Control Room) has been developed through the communication of ISM(Industrial Science Medical) Band for the test operation environment improvement of medium speed engine. This wire/wireless communication system is composed of the RTU (Remote Terminal Unit) gathering and transmitting engine data as well as the MCU (Master Control Unit) receiving engine status information from the RTU to be sent to the engine controller (PLC). Through this study, a trial product of RTU and MCU has been manufactured. A test bench that has made temperature, pressure and pick-up sensor into a module for the local test of prototype was produced a test bench. In addition, at the same time save the data to a Web server and the smart phone real-time monitoring system has been developed using Wi-Fi communications. The ultimate objective of this study is to develop a wireless smart phone monitoring system of engine for the operator of engine to be able to monitor and control engine status even from the outside of engine room and control room based on this study.

인도네시아 저등급 석탄의 스팀 가스화 반응성 비교 평가 (Comparative Evaluation of Steam Gasification Reactivity of Indonesian Low Rank Coals)

  • 김수현;;유지호;이시훈;임영준;임정환;김상도;전동혁;최호경
    • 한국수소및신에너지학회논문집
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    • 제27권6호
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    • pp.693-701
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    • 2016
  • Steam gasification of low rank coals is possible at relatively low temperature and low pressure, and thus shows higher efficiency compared to high rank coals. In this study, the gasification reactivity of four different Indonesian low rank coals (Samhwa, Eco, Roto, Kideco-L) was evaluated in $T=700-800^{\circ}C$. The low rank coals containing $53.8{\pm}3.4$ wt% volatile matter in proximate analysis and $71.6{\pm}1.2$ wt% carbon in ultimate analysis showed comparable gasification reactivity. In addition, $K_2CO_3$ catalyst rapidly accelerated the reaction rate at $700^{\circ}C$, and all of the coals were converted over 90% within 1 hour. The XRD analysis showed no significant difference in carbonization between the coals, and the FT-IR spectrum showed similar functional groups except for differences due to moisture and minerals. TGA results in pyrolysis ($N_2$) and $CO_2$ gasification atmosphere showed very similar behavior up to $800^{\circ}C$ regardless of the coal species, which is consistent with the steam gasification results. This confirms that the indirect evaluation of the reactivity can be made by the above instrumental analyses.

일체형 세라믹 열교환기의 전산 열응력 해석에 관한 연구 (A Study on Numerical Analysis of Thermal Stress for an Monolith Ceramic Heat Exchanger)

  • 팽진기;김기철;윤영환
    • 설비공학논문집
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    • 제21권11호
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    • pp.613-620
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    • 2009
  • The thermal stresses of a ceramic heat exchanger were analyzed numerically since the ceramic material is good in heat resistance but weak in the thermal stress. The analysis of thermal stress was conducted in the ceramic core with two boundary conditions depending on bolt jointing. The thermal stresses were computed by applying temperature and pressure distributions obtained from the numerical results of conjugate heat transfer to ANSYS WORKRBENCH. When number of bolt joining halls was reduced from $8\times2$ to $4\times2$, the maximum principal stresses decrease by 47.6~50.5% and increase in safety factors by 2.18~2.5 for ultimate tensile strength. Thus, it can be said that bolt joining halls should be minimized in ceramic heat exchanger to be efficient in reducing thermal stress. In addition, the width of particular gas flow passages were revised from 52 mm to 42 mm to reduce maximum thermal stresses since certain passages experienced high thermal stresses. From the revision, safety factors were increased by 13.8~14.1% for the boundary condition of $4\times2$ bolt joining halls. Therefore, it is suggested that thermal stress can be reduced by changing local geometry of a ceramic heat exchanger.

토지의 훼손 잠재성에 대한 신속한 생태평가기법 (Rapid Ecoassessment Technique about Anthropogenic Disturbance Potentiality of Land Use)

  • 김종원
    • The Korean Journal of Ecology
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    • 제26권1호
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    • pp.19-22
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    • 2003
  • 군락분류학에 기초한 현존식생도를 이용하여 토지에 대한 생태적 안전성 또는 위약성을 평가하는 '잠재인간간섭도' 평가기법을 개발하였다. 4개 범주(삼림지역, 개방수역-호소와 하천, 경작지 면적, 주택-도시화의 인공 면적)에 따라 입지도에 대한 직접평가 및 간접평가로부터 격자법과 등고선법에 의한 '잠재인간간섭도(潛在人間干涉圖)를 제작하였다. 이것을 토대로 토지의 훼손 잠재성을 평가하는 '교란핵구역'과 '위약(危弱)세포구역'을 규정하고, 토지 관리를 위한 생태적 접근을 시도하였다. 사례연구로 973개의 격자(500 m×500 m)로 이루어진 부산광역시 기장군 일대의 현존식생도 상에서 이루어졌다. 사례연구 지역 내에서 '교란핵구역'은 51군데이며 '위약세포구역'은 28군데로써 대상 면적의 약 8.1%를 차지하는 것으로 나타났다. 식생학적 현존식 생도를 이용한 '교란핵구역'과 '위약세포구역'을 발굴하는 잠재인간간섭도는 토지 이용과 보존에 관한 생태학적 전략 구축에 있어서 구체적인 현장적 입지진단 정보를 제공하는 유효수단인 것으로 밝혀졌다.

수소 스테이션의 연구개발 동향 및 단위공정 기술 (R&D Trends and Unit Processes of Hydrogen Station)

  • 문동주;이병권
    • Korean Chemical Engineering Research
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    • 제43권3호
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    • pp.331-343
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    • 2005
  • 연료전지와 수소를 사용하는 연료전지 자동차의 상용화를 위해서는 수소 공급용 수소 스테이션(hydrogen station)의 개발이 중요한 핵심 기반기술이다. 일반적으로 수소 스테이션은 탈황반응, 개질반응(reforming), 수성가스전환(WGS) 반응 및 수소분리(PSA) 장치로 구성된 수소제조 공정과 압축, 저장 및 분배 장치로 구성된 후처리(post-treatment) 공정으로 구성되어 있다. 본 총설에서는 수소 경제(hydrogen economy) 사회로의 진입을 위해 국내외에서 연구개발 중인 수소 스테이션에 대한 연구 개발 동향과 전망을 고찰하였다. 그리고 향후 풍력 및 태양열 등 재생 가능 에너지(renewable energy)원으로부터 물의 분해에 의한 수소제조 기술이 확립되기 전까지는 화석연료의 개질 반응이 수소를 제조하는 핵심기술이 될 것으로 판단된다. 따라서 화석연료의 탈황반응, 화석연료의 개질 반응에 의한 수소제조, CO 농도 저감을 위한 수성가스 전환반응 및 수소의 분리기술 등 수소 스테이션의 상용화에 필수적인 단위공정개발에 대한 최근의 연구동향을 정리하였다.

고혈압 건강진단의 비용분석 (Cost analysis of hypertension screening program)

  • 박은철;유승흠
    • Journal of Preventive Medicine and Public Health
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    • 제22권3호
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    • pp.380-388
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    • 1989
  • To evaluate the costs of the hypertension screening program of the Korea Medical Insurance Corporation, the records of the screening examinations were used. The sample size was 49,983 of the 906,554 people insured by the Corporation and was obtained by two-stage stratification random sampling. The alternatives for efficiency of the screening program, which were divided into three categories : modification of the screening test package, application of other hypertension diagnostic criteria, and selective approach of tested groups by age, were evaluated according to the cost per patient detected. The results of this study were as follows In the hypertension screening system, the cost per patient detected was Won 30,883. The most nonsensitive test for hypertension detection was ophthalmoscopy, which was examined during the second stage of screening. If the ophthalmoscope examination was excluded, olny one person was not detected, which was 0.2% of detected persons, and the cost per patient detected decreased to Won 28,098. The most efficient modification of the screening test package was measurement of blood pressure through the first and second stages of screening. The cost per patient detected by this modification was Won 24,408. The application of other diagnostic critera, which were more restricted criteria, increased the cost per patient detected by 3.7%-6.7%. The cost per patient detected were Won 170,582 for persons less than 39 years old, Won 20,032 for persons 40 to 59 years old, and Won 8,675 for persons 60 years old and over. In conclusion, the best alternative suggested with respect to efficiency and practical application excluded the ophthalmoscope examination of second stage screening and restricted the target population to persons greater than 40 years old. The application of this alternative decreased 54.9% of the screening costs and the cost per patient detected was Won 15,222. This study was limited in that measurement of effectivenes was not of the ultimate goal of screening, which is decreasing morbidity and mortality, but was of disease detection as the short-term objective.

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역삼투막 정수기에서 발생하는 총용존고형물 크리프 현상의 이해 (Understanding on TDS Creep Phenomena of Reverse Osmosis Membranes in Water Purifiers)

  • 강상현;윤성한
    • 멤브레인
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    • 제32권2호
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    • pp.126-132
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    • 2022
  • 정수기는 일반적인 산업용 막여과 수처리 공정과 다르게 운전과 휴지를 반복하는 특성이 있다. 이러한 특징 때문에 역삼투막을 사용하는 정수기의 경우, 재정수시에 정수수의 농도가 정상적인 값보다 높게 나오는 현상(제거율이 정상값보다 낮게 나오는 현상)이 있는데, 이를 "TDS creep"이라고 한다. 본 연구에서는 휴지시간과 농도에 따른 TDS creep 정도를 관찰하였다. 또한, TDS creep 현상을 저감하기 위해 원수 세척, 정수부의 부피 증가 및 정수 세척 방법 등을 시험하였고 이에 대한 실질적인 효과를 관찰하였다. 이러한 방법들 중에 정수수의 세척과 같이 역삼투막의 feed side와 permeate side의 농도차를 최소화하는 것이 TDS creep 현상을 해소하는 궁극적인 해결책임을 확인하였다.

Experimental investigation on bolted rock mass under static-dynamic coupled loading

  • Qiu, Pengqi;Wang, Jun;Ning, Jianguo;Shi, Xinshuai;Hu, Shanchao
    • Geomechanics and Engineering
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    • 제29권2호
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    • pp.99-111
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    • 2022
  • Instability of bolted rock mass has been a major hazard in the underground coal mining industry for decades. Developing effective support guidelines requires understanding of complex bolted rock mass failure mechanisms. In this study, the dynamic failure behavior, mechanical behavior, and energy evolution of a laboratory-scale bolted specimens is studied by conducting laboratory static-dynamic coupled loading tests. The results showed that: (1) Under static-dynamic coupled loading, the stress-strain curve of the bolted rock mass has a significant impact velocity (strain rate) correlation, and the stress-strain curve shows rebound characteristics after the peak; (2) There is a critical strain rate in a rock mass under static-dynamic coupled loading, and it decreases exponentially with increasing pre-static load level. Bolting can significantly improve the critical strain rate of a rock mass; (3) Compared with a no-bolt rock mass, the dissipation energy ratio of the bolted rock mass decreases exponentially with increasing pre-static load level, the ultimate dynamic impact energy and dissipation energy of the bolted rock mass increase significantly, and the increasing index of the ratio of dissipation energy increases linearly with the pre-static load; (4) Based on laboratory testing and on-site microseismic and stress monitoring, a design method is proposed for a roadway bolt support against dynamic load disturbance, which provides guidance for the design of deep underground roadway anchorage supports. The research results provide new ideas for explaining the failure behavior of anchorage supports and adopting reasonable design and construction practices.

Bending characteristics of Prestressed High Strength Concrete (PHC) spun pile measured using distributed optical fibre strain sensor

  • Mohamad, Hisham;Tee, Bun Pin;Chong, Mun Fai;Lee, Siew Cheng;Chaiyasarn, Krisada
    • Smart Structures and Systems
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    • 제29권2호
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    • pp.267-278
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    • 2022
  • Pre-stressed concrete circular spun piles are widely used in various infrastructure projects around the world and offer an economical deep foundation system with consistent and superior quality compared to cast in-situ and other concrete piles. Conventional methods for measuring the lateral response of piles have been limited to conventional instrumentation, such as electrical based gauges and pressure transducers. The problem with existing technology is that the sensors are not able to assist in recording the lateral stiffness changes of the pile which varies along the length depending on the distribution of the flexural moments and appearance of tensile cracks. This paper describes a full-scale bending test of a 1-m diameter spun pile of 30 m long and instrumented using advanced fibre optic distributed sensor, known as Brillouin Optical Time Domain Analysis (BOTDA). Optical fibre sensors were embedded inside the concrete during the manufacturing stage and attached on the concrete surface in order to measure the pile's full-length flexural behaviour under the prescribed serviceability and ultimate limit state. The relationship between moments-deflections and bending moments-curvatures are examined with respect to the lateral forces. Tensile cracks were measured and compared with the peak strains observed from BOTDA data which corroborated very well. By analysing the moment-curvature response of the pile, the structure can be represented by two bending stiffness parameters, namely the pre-yield (EI) and post-yield (EIcr), where the cracks reduce the stiffness property by 89%. The pile deflection profile can be attained from optical fibre data through closed-form solutions, which generally matched with the displacements recorded by Linear Voltage Displacement Transducers (LVDTs).

다층지반에 관입된 강성말뚝의 수평 거동 및 수평 지지력 특성 (The Behavior and Capacity of Lateral Loaded Rigid Pile Characteristics in Multi-layered Soil Conditions)

  • 경두현;강병준;홍정무;이준환
    • 한국지반공학회논문집
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    • 제25권4호
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    • pp.77-90
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    • 2009
  • 본 연구에서는 다층지반에 관입된 현장타설말뚝 중 강성말뚝을 대상으로 다층지반의 조건에 따른 말뚝의 수평지지력과 수평거동에 대하여 실험적 분석을 실시하였다. 이를 위해 말뚝이 근입되는 지반에 상이한 상대밀도를 갖는 지반층을 구성하였으며, 수평하중-변위량 곡선을 통하여 극한수평지지력을 산정하고 기존의 방법을 적용시켜 산정된 극한수평지지력과 비교하였다. 또한, 말뚝에 부착된 스트레인게이지와 토압센서를 이용하여 다층지반에서의 말뚝의 수평거동에서 발생하는 휨모멘트분포와 극한단위수평지지력분포를 확인하였다. 수평재하시험결과 말뚝의 극한수평지지력은 지반의 상대밀도와 지반층의 구성에 따라 달라지며, 단일지반을 대상으로 제안된 다양한 방법으로 예측된 값에 비하여 상당부분 적게 측정되는 것으로 나타났다. 말뚝의 침모멘트 분포는 다층지반의 조건에 상관없이 유사한 분포 형상을 보였으며, 극한단위수평지지력 분포 형태는 최상층지반과 중간층지반이 동일하고 최하층지반이 상이한 지반에서 다소 달라지는 분포형상을 보였으나, 다른경우에 있어서는 기본적으로 Prasad and Chari(1999)의 극한단위수평지지력 분포형상과 유사한 것으로 나타났다.