• 제목/요약/키워드: Excel Pipe

검색결과 4건 처리시간 0.017초

컨테이너하우스의 바닥과 벽면에 엑셀파이프 매설에 의한 벽면, 바닥, 공기, 온수의 온도분포 특성 (Characteristics of Temperature Distribution of Wall, Floor, Air and Hot Water by Burying the Excel Pipe on the Floor and Wall of a Container House)

  • 조동현
    • 한국기계가공학회지
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    • 제21권2호
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    • pp.94-100
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    • 2022
  • A study was conducted to significantly increase the heat transfer area by simultaneously burying the excel pipe in the floor and wall of a container house, thereby greatly reducing the initial heating time. In addition, a small hot water boiler suitable for the heating load of a small container house with a maximum area of 6 m2 was studied. A wall-mounted hot water boiler was developed as a result of the study. When a hot water boiler is installed outdoors for heating, heat radiation energy is lost in winter from the hot water boiler and hot water pipe due to the low temperature. We propose an approach through which the energy loss was greatly reduced and the temperature of hot water increased in proportion to the operating time. Moreover, as the mass flow rate of the hot water flowing inside the excel pipe increased, the temperature of the hot water decreased. The temperature of the wall and floor surfaces of the container house increased in proportion to the increase in the mass flow rate of hot water flowing inside the excel tube. Natural convection heat transfer was realized from the wall and floor surfaces of the container house, and the heat transfer area was increased by a factor of 3 with respect to heat transfer area limited to the floor by the existing hot water panel. As a result, the initial temperature increase rate was much higher because of the larger heat transfer area.

수리해석 모형과 GIS를 이용한 통합 용수배분 시스템 (Integrated Water Distribution Network System using the Mathematical Analysis Model and GIS)

  • 권재섭;조명희
    • 한국지리정보학회지
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    • 제4권4호
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    • pp.21-28
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    • 2001
  • 본 연구에서는 기존에 개발된 상수도 관련 GIS(geographic information system)에서 관로해석을 위한 자료를 자동으로 입력할 수 있고, 사용자를 위한 GUI(geographic user interface)를 제공하는 GNLP(GIS linked non-linear pipe network analysis program)프로그램을 개발하였다. 관로시스템의 수리해석은 Hazen-Williams의 손실수두방정식을 기초로 한 비선형 해석기법을 이용하여 시행하였으며, 데이터베이스 응용 프로그램을 작성하기 위해서 관계형 데이터베이스 관리시스템(RDBMS ; relational database management system)인 Microsoft사의 Microsoft Access를 사용하였다. 이 GNLP 프로그램은 실제 관망설계자가 관로시스템의 수리해석에 필요한 자료의 입력을 용이하게 할 수 있도록 시스템환경을 개선하였다. 그리고 압력 및 유량 등 관로시스템의 수리적 해석 결과를 표 및 챠트 형태로 출력이 가능하고, Excel 파일로 변환이 가능하다. 또한 GIS의 중요 요소인 질의(query) 기능이나 분석된 자료를 확인하고자 할 때 이를 효과적으로 디스플레이가 가능하도록 개발되었다.

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누설자속 측정에 의한 가스배관의 용접결함에 대한 비파괴 탐상 (Nondestructive Testing of Welding Flaw at Gas Pipeline by Measuring Magnetic Flux Leakage)

  • 유권상;박수영;김용일;이완규;임재균;남영현
    • 한국가스학회지
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    • 제12권2호
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    • pp.53-56
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    • 2008
  • 용접 부위의 결함을 비파괴적으로 탐지하기 위하여 홀센서에 의해 누설자속을 측정할 수 있는 시스템과 4 종류의 용접결함을 갖는 기준시편을 제작하였다. 제작한 시스템으로 시편에 생성시킨 4 종류의 결함에서 누설된 자속을 측정하였고, 신호의 피크-피크 크기와 피크-피크 간의 간격에서 결함의 종류를 구분할 수 있는 가능성을 확인하였다.

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도시 내배수시스템 실시간 운영모형의 개발 (Development of a Real Time Control Model for Urban Drainage Systems)

  • 전환돈;이양재;이정호;김중훈
    • 한국물환경학회지
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    • 제23권5호
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    • pp.748-755
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    • 2007
  • To develop an efficient pump operating rule for a retard basin, it is necessary to estimate inflow to the retard basin accurately which is affected by the backwater effect at the outlet of the conduit. The magnitude of the backwater effect is dependent on the water depth of a retard basin; however, the depth is determined by the amount of inflow and outflow. Thus, a real time simulation system that is able to simulate urban runoff and the pump operation with the consideration of the backwater effect is required to estimate the actual inflow to a retard basin. With this system, the efficient pump operating rule can be developed to diminish the possible flood damage on urban areas. In this study, a realtime simulation system is developed using the SWMM 5.0 DLL and Visual Basic 6.0 equipped with EXCEL to estimate inflow considering the backwater effect. The realtime simulation can be done by updating realtime input data such as minutely observed rainfall and the depth of a retard basin. Using those updated input data, the model estimates actual inflow, the amount of outflow discharged by pumps and gates, the depth of each junction, and flow rate at a sewer pipe on realtime basis. The developed model was applied to the Joonggok retard basin and demonstrated that it can be used to design a sewer system and to estimate actual inflow through the inlet sewer to reduce the inundation risk. As results, we find that the model can contribute to establish better operating practices for the pumps and the flood drainage system.