• 한국정보통신학회논문지
• /
• 제13권12호
• /
• pp.2641-2646
• /
• 2009

가정 가사생활을 자동으로 관리 하는 Home Automation System은 점차 발전하고 있으며, 에너지의 절약과 재사용에 관한 부분 또한 점차 관심이 높아지고 있다. 일반 아파트에서 난방은 필수이다. 난방의 방법은 크게 두가지로 나눈다. 하나는 전기를 이용하는 것이고 다른 하나는 온수를 이용하는 것이다. 전기를 이용하면 전기요금의 상승으로 효률적이지 못하다. 그러나 온수를 이용하면 비용 면에서 많은 절감이 된다. 온수를 이용할 때, 온수의 온도가 모든 파이프에서 동일하지 못하다. 그러므로 실내의 온도를 설정치와 일치하지 못할때가 있다. 이러한 문제의 해결은 온수 파이프내에 온도 센서를 부착하여, 이 온도를 실시간으로 전송하고, 수신 측에서 온수의 온도를 조절하면 된다. 본 논문에서는 보일러 내부의 순환 pump가 난방수 순환에 따른 동력을 방바닥 시멘트 몰탈 내부의 소형교류 발전기에 의해서 전기에너지를 얻어 동작하는 저전력 기반의 난방배수관 자동온도 배수장치를 제안한다. 시스템의 전원은 프로펠러 수차 방식을 사용하여 분사수 충돌 방식을 사용하였으며, MCU 모듈은 atmel 사의 ATmega8, 통신모듈을 위하여 Chipcon사의 CC1020을 사용하였다.

• 상하수도학회지
• /
• 제24권2호
• /
• pp.183-193
• /
• 2010

Well planned rehabilitation order of pipes is essential for efficient maintenance and management of Water Distribution Systems. In this study, not only deterioration rate of pipes but also structural and nonstructural failure which causes abnormal condition of WDS is considered to determine rehabilitation order. Probabilistic Neural Network is used for calculating deterioration rate at present and the importance of pipes is computed under structural and nonstructural failure by using Pipe by Pipe Failure Analysis and Effect Index. Utopian Approach, one of the Multi-Criteria Decision Making methods, is used for assessment of final rehabilitation order based on distance measure between utopian point and alternative one. Developed model in this study shows that it gives more reliable results than existing methods considering hydraulic relative importance does in application to real networks. In this point, the newly developed model, which gives advantages over existing models, can make a credible decision and simple application.

• 대한기계학회논문집A
• /
• 제33권10호
• /
• pp.1177-1186
• /
• 2009

High temperature steam pipes of thermal power plant are subject to a severe thermal range and usually operates well into the creep range. Cyclic operation of the plant subjects the piping system to mechanical and thermal fatigue damages. Also, poor or malfunctional supports can impose massive loads or stress onto the piping system. In order to prevent the serious damage and failure of the critical piping system, various inspection methods such as visual inspection, computational analysis and on-line piping displacement monitoring were developed. 3-dimensional piping displacement monitoring system was developed with using the aluminum alloy rod and rotary encoder sensors, this system was installed and operated on the high temperature steam piping of "Y" thermal power plant successfully. It is expected that this study will contribute to the safety of piping system, which could minimize stress and extend the actual life of critical piping.

• 한국음향학회지
• /
• 제14권2호
• /
• pp.5-15
• /
• 1995

초음파 상호상관 기법을 파이프를 통해 흐르는 물의 유속측정에 적용하였다. 상호상관 기법을 활용하여 비삽입 방법으로 유체의 평균 유동속도를 측정할 수 있었으며, 이 기법을 이용한 비삽입, 비접촉식 측정방식은 기존의 기계식 유량계의 유동방해로 인한 공정에너지 손실을 크게 감소시키는 장점을 가지고 있다. 유동속도의 계산을 위해 실시간 FFT용 디지탈 신호처리기를 이용하였으며, 50mm에서 248mm의 유동관에서 유동 실험결과 0.25m/s에서 16m/s사이의 유속범위에서 평균유속의 측정 정확도는 약 $1\%$ 나타났다. 상호상관 기법의 유동측정 기술은 상수와 공업용수 등을 포함한 대부분의 액체유량 측정에 활용이 가능하다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2004년도 춘계학술발표회
• /
• pp.11-19
• /
• 2004

When pile foundation constructed by driving method, it is desirable to perform monitoring and estimation of pile drivability and bearing capacity using some suitable tools. Dynamic Pile Monitoring yields information regarding the hammer, driving system, and pile and soil behaviour that can be used to confirm the assumptions of wave equation analysis. Dynamic Pile Monitoring is performed with the Pile Driving Analyser. The Pile Driving Analyser (PDA) uses wave propagation theory to compute numerous variables that fully describe the condition of the hammer-pile-soil system in real time, following each hammer impact. This approach allows immediate field verification of hammer performance, driving efficiency, and an estimate of pile capacity. The PDA has been used widely as a most effective control method of pile installations. A set of PDA test was performed at the site of Donghea-1 Gas Platform Jacket which is located east of Ulsan. The drilling core sediments of location of jacket subsoil are composed of mud and sand, silt. In this case study, the results of PDA test which was applied to measurement and estimation of large diameter open ended steel pipe pile driven by underwater hydraulic hammer, MHU-800S, at the marine sediments were summarized.

• 한국가스학회지
• /
• 제15권1호
• /
• pp.54-59
• /
• 2011

일반적으로 유동헌팅현상은 대부분의 오리피스 유량계에서 관찰되나 유동헌팅의 크기는 각 계량 시스템에 따라 다르다. 이에, 실제 배관계통에서 배관경과 유동의 불안정성, 유동헌팅율간의 영향을 조사하고자 유량계 관경과 유량계 전후단 배관의 직경을 변경하면서 이에 따른 유동의 특성 변화와 헌팅율과의 관계에 대하여 1차원 배관망해석 모델을 구축하고 해석을 수행하였다. 결과적으로, 유량계 배관경과 전후단 배관경의 변화에 따른 차압변화량과 유동헌팅율의 영향을 분석하고 그 상관관계를 규명하였다.

• 한국안전학회지
• /
• 제21권6호
• /
• pp.14-19
• /
• 2006

This study performed burst tests using real-scale pipe elbow containing simulated local wall-thinning to evaluate the effects of circumferential thinning angle and bending load on the failure pressure of wall-thinned elbow. The tests were carried out under the loading conditions of internal pressure and combined internal pressure and bending loads. Three circumferential thinning angles, ${\theta}/{\Pi}=0.125,\;0.25,\;0.5$, and different thinning locations, intrados and extrados, were considered. The test results showed that the failure pressure of wall-thinned elbow decreased with increasing circumferential thinning angle for both thinning locations. This tendency is different from that observed in the wall-thinned straight pipe. Also, the failure pressure of intrados wall-thinned elbow was higher than that of extrados wall-thinned elbow with the same thinning depth and equivalent thinning length. In addition, the effect of bending moment on the failure pressure was not obvious.

• Ocean and Polar Research
• /
• 제25권spc3호
• /
• pp.373-384
• /
• 2003

When pile foundation is constructed by dynamic method, it is desirable to perform monitoring of drivability with pile penetration. Dynamic pile monitoring yields information regarding driving hammer, cushion, pile and soil behaviour that can be used to confirm the assumptions of wave equation analysis. In this study, dynamic monitoring of the steel pipe pile was performed with Pile Driving Analyser (PDA). The PDA utilizes the wave propagation theory to compute numerous variables which describe the conditions of the hammer-pile-soil system in real-time and following each hammer impact. This approach allows immediate field verification of hammer performance, driving efficiency, and estimation of pile bearing capacity. A series of PDA test were performed at the Ieodo Ocean Research Station (IORS) located in southeast of Marado, a southernmost small island south of Jeju Island. The drilling core sediments of Ieodo subsoil are composed of mud and sand, showing lamination and wavy or lenticular bedding, which were often bioturbated. This paper summarizes the results of PDA tests which were applied in measurement and estimation of large diameter open ended steel pipe pile driven by steam hammer, Vulcan-560 and MRBS-4600, at the marine sediments.

• 제어로봇시스템학회논문지
• /
• 제20권10호
• /
• pp.1044-1050
• /
• 2014

Robots used for pipe inspection have been studied for a long time and many mobile mechanisms have been proposed to achieve inspection tasks within pipelines. Localization is an important factor for an inpipe robot to perform successful autonomous operation. However, sensors such as GPS and beacons cannot be used because of the unique characteristics of inpipe conditions. In this paper, an inpipe localization algorithm based on elbow detection is presented. By processing the projected marker images of laser pointers and the attitude and heading data from an IMU, the odometer module of the robot determines whether the robot is within a straight pipe or an elbow and minimizes the integration error in the orientation. In addition, an off-line positioning algorithm has been performed with forward and backward estimation and Procrustes analysis. The experimental environment has consisted of several straight pipes and elbows, and a map of the pipeline has been constructed as the result.

• 대한기계학회논문집B
• /
• 제26권2호
• /
• pp.177-183
• /
• 2002

The field tests on the waterhammer were carried out in the pump pipeline system with an air chamber. The effects of the input variables and the design parameters for the air chamber were investigated by both the numerical calculations and the experiments. Because the waterhammer problems as a result of the pump power failure were the most important, these situations were carefully studied. Among the input variables used in the waterhammer analysis, the polytropic exponent, the discharge coefficient and the wavespeed had influence on the simulated results in that order, and were calibrated in comparison with the experimental results. As the initial air volume in a vessel increased, the period of waterhammer increased and the pressure variation decreased, resulting from the reduction of the rate of pressure change in the air chamber. Using smaller orifice in the bypass pipe, the pressure rise was suppressed in some degree and the pressure surge was dissipated more rapidly as time passed. The simulations were in fairly good agreement with the measured values until 1∼2 periods of waterhammer. Not only the maximum and minimum pressures in the pipe1ine but also those occurring times were reasonably predicted. The computer program developed in this study will be useful in designing the optimum parameters of an air chamber for the real pump pipeline system.