• 제목/요약/키워드: allowable level

검색결과 335건 처리시간 0.026초

퍼지제어모형을 이용한 다목적 댐의 홍수조절모형 (II) - 과거홍수사상에 대한 적용 - (Multipurpose Dam Operation Models for Flood Control Using Fuzzy Control Technique ( II ) - Simulation of Historical Flood Events -)

  • 심재현;김지태;조원철;김진영
    • 한국방재학회 논문집
    • /
    • 제4권1호
    • /
    • pp.41-50
    • /
    • 2004
  • 본 연구에서는 퍼지제어기법을 이용한 홍수조절 모형의 적용성을 파악하기 위해 한강수계 단일댐에 적용하였다. 개발된 모형들의 홍수조절능력을 비교하기 위해 1984, 1990, 1995년 대홍수 발생시 실제 운영실적과 본 연구에서 개발된 모형들의 가상운영결과를 비교하였다. 본 연구에서 개발한 3개 모형은 모두 실제 적용성을 고려하여 댐의 수위와 유입량이라는 2가지 정보량으로부터 방류량을 결정토록 하였으며, 최대방류량 역시 댐 설계시 기준인 허용최대방류량을 초과하지 않도록 하였다. 각 홍수사상에 대해 적용한 결과 기존의 댐 운영결과에 비해 홍수위를 낮출 수 있으면서도 하류부의 피해 최소화에도 적절한 것으로 나타나 퍼지제어모형의 적용성을 확인할 수 있었다.

지하수위 저하에 따른 고속철도 토공노반 침하특성에 관한 연구 (A Study on Settlement Characteristics of Earthwork Subgrade with Lowering the Groundwater in High-speed Railway)

  • 김영하;엄기영;한상재;박용걸;정재현
    • 한국지반공학회논문집
    • /
    • 제31권5호
    • /
    • pp.67-74
    • /
    • 2015
  • 지하수위 하강에 따른 침하량은 1차 압밀 침하량에 비해 비교적 작기 때문에 잔류침하량 산정시 별도로 고려하지 않는다. 그러나 고속철도 콘크리트 궤도에서의 허용잔류침하량은 30mm로 작기 때문에 예기치 못한 과도한 지하수위 하강으로 인하여 허용잔류침하량을 초과할 수 있다. 본 연구에서는 응력-간극수압 유한요소 해석을 통하여 지하수위 변동에 따른 침하 영향을 분석하여 해석결과와 실측자료를 비교하였다. 그 결과 허용잔류침하량을 만족하기 위한 탄성계수 범위를 제시 하였으며 설계 시 지하수위 저하 영향이 반영되는 것이 타당하다고 판단된다.

CDMA 이동통신시스템에 대한 케이블 방송 전송설비 누설전자파 영향 분석 (Analysis of impact of CATV leakage on CDMA Mobile Communication Systems)

  • 박성균;한찬규
    • 전기전자학회논문지
    • /
    • 제15권3호
    • /
    • pp.218-226
    • /
    • 2011
  • 본 논문은 현재 유선방송 기술기준에서 CDMA 이동통신서비스 대역의 누설전자파 기준이 적절한지를 검증하고자 하였다. 먼저, CDMA 2000 1X 기지국 장비를 통한 실험결과로부터 CDMA 이동통신 시스템의 최대 허용 간섭 레벨은 -110dBm/1.23MHz인 것으로 분석되었다. 이를 토대로 이동통신기지국에 거의 영향을 주지 않을 케이블 방송 옥외 전송설비의 누설 간섭전력의 임계레벨과 누설전자파 세기를 산출하였다. 일반적으로 옥외에서 측정되는 외부시스템의 배경 간섭레벨인 -100~-80dBm/1.23MHz에 대해서 허용될 수 있는 케이블 방송 설비의 누설전자파 임계치는 현행 유선방송 기술기준을 만족시키지 못하였다. 이것은 현행 기술기준이 지나치게 최악의 경우를 상정하여 설정되었음을 의미하므로 이동통신사업자의 실제적인 기지국 조건을 적용하여 합리적인 기술기준을 마련하여야 할 것이다.

본선 작업물량의 변동을 고려한 컨테이너 터미널의 장치공간 소요량 추정 (Estimating the storage space requirement of a container terminal considering the variance of a containership's load size)

  • 배종욱;박병인
    • 한국항해항만학회지
    • /
    • 제31권5호
    • /
    • pp.361-368
    • /
    • 2007
  • 장치공간 소요량은 컨테이너터미널의 장치능력을 결정짓는 매우 중요한 의사결정 변수이다. 일반적으로 장치공간 소요량은 모선의 배선간격, 장치허용기간, 본선작업시간 등 여러 요인들에 좌우된다. 그러나 지금까지는 이들 요인이 확정적이라는 가정 하에 다양한 방법들을 장치공간 소요량 산정에 적용해왔다. 본 연구는 본선작업 물량이 확률적인 것으로 가정하고 요구된 서비스수준을 만족시키는 장치공간 소요량의 산정 방법을 제시했다. 시뮬레이션을 이용한 수치실험은 제시된 방법이 다른 방법들에 비해 확률적 상황에서 더욱 정확한 장치공간 소요량을 산정할 수 있음을 보여주었다.

RLS 기반의 Natural Actor-Critic 알고리즘을 이용한 터널 환기제어기 설계 (Tunnel Ventilation Controller Design Employing RLS-Based Natural Actor-Critic Algorithm)

  • 주백석;김동남;홍대희;박주영;정진택;권태형
    • 한국정밀공학회:학술대회논문집
    • /
    • 한국정밀공학회 2006년도 춘계학술대회 논문집
    • /
    • pp.53-54
    • /
    • 2006
  • The main purpose of tunnel ventilation system is to maintain CO pollutant and VI (visibility index) under an adequate level to provide drivers with safe driving condition. Moreover, it is necessary to minimize power consumption used to operate ventilation system. To achieve the objectives, the control algorithm used in this research is reinforcement teaming (RL) method. RL is a goal-directed teaming of a mapping from situations to actions. The goal of RL is to maximize a reward which is an evaluative feedback from the environment. Constructing the reward of the tunnel ventilation system, two objectives listed above are included. RL algorithm based on actor-critic architecture and natural gradient method is adopted to the system. Also, the recursive least-squares (RLS) is employed to the learning process to improve the efficiency of the use of data. The simulation results performed with real data collected from existing tunnel are provided in this paper. It is confirmed that with the suggested controller, the pollutant level inside the tunnel was well maintained under allowable limit and the performance of energy consumption was improved compared to conventional control scheme.

  • PDF

원형철제빈용 벼 자동흡습장치 개발에 관한 연구(I) -벼의 흡습특성- (Development of Automatic Rewetting System for Rough Rice Stored in Round Steel Bin with Stirring Device -Adsorption characteristics of rough rice-)

  • 김재열;금동혁;김훈;박상현
    • Journal of Biosystems Engineering
    • /
    • 제26권5호
    • /
    • pp.469-474
    • /
    • 2001
  • Milling the rice with low moisture requires more energy, produces more cracked rice, and results in reducing taste of cooked rice. Accordingly, it is necessary to add moisture to the rice with low moisture to obtain optimum moisture level for milling and taste of rice. This study was performed to evaluate the influence of initial moisture content and absorption rate on rice crack, milling energy and whiteness of milled rice and to obtain the information for design of rewetting system mounted on stirring device in grain bin. The tests were conducted for the four levels of initial moisture content in the range of 11.4 to 14.5%(w.b.) and six levels of absorption rate in the range of 0.04 to 1.0%, w.b./hr. In the case of lower moisture content below 12%(w.b.), crack ratios of brown rice were remarkably high regardless of initial moisture contents. Therefore, it was found that rough rice below 12%(w.b.) in initial moisture content could not rewetted by spraying water without crack generation of low level. Absorption rate must be below 0.3%, w.b./hr to maintain crack ratio increase of less than 1% regardless of initial moisture contents. In the case of allowable crack ratio increase of 2% and 5%, it was found that the maximum absorprion rate was respectively 0.6%, w.b./hr and 1.0%, w.b./hr in the initial moisture content of above 13.5%(w.b.). Rewetting the rough rice in moisture content of 11.4 to 14.5%(w.b.) to 14.3 to 16.9%(w.b.) decreased milling energy consumption by 15.9 to 22.3%. The effect of energy saving was higher in the samples of higher initial moisture content. Whiteness of milled rice was decreased by 0.5 to 1.5.

  • PDF

지반함몰 위험등급 분류(GSRp)의 굴착현장 사례 연구 (Case Studies of Ground Subsidence Risk Ratings (GSRp) Applied to the Excavation Sites)

  • 신상식;임명혁;김학준
    • 지질공학
    • /
    • 제29권3호
    • /
    • pp.289-302
    • /
    • 2019
  • 최근 굴착현장 인근의 지반함몰 발생사례가 증가함에 따라 사전에 지반함몰 가능성을 예측할 수 있는 연구가 진행되고 있다. 본 연구에서는 기존 연구에 의해 개발된 굴착 전 지반함몰 위험등급 평가 시트인 GSRp를 실제 굴착 현장에 적용하여 현장 적용성을 검증하였다. 각각 다른 지반조건을 가진 5개 굴착현장에 대하여 지반함몰 위험등급을 평가한 결과, GSRp 점수는 40~79점으로 산출되어 대부분 II등급(우수지반)~III등급(양호지반)으로 분류되었다. 평가방법의 신뢰성 검증을 위하여 계측결과에 의해 실측된 수평변위량과 비교 분석하였다. 본 연구현장의 수평변위량은 허용치의 25~47%로 나타나 지반함몰 위험이 낮게 평가된 GSRp 결과와 일치하였다. 향후 지반함몰 위험성이 높은 불량한 지반을 대상으로 하는 현장 적용에 대한 연구가 진행되어 검증과 보완이 이루어진다면 GSRp 평가방법이 굴착 전 지반함몰 위험도를 예측하는 평가 도구로 활용될 수 있을 것으로 기대된다.

일부 생활용품에서 발생한 공기 중 라돈과 토론의 발생 특성 및 연간 유효선량 추정 (Effective Doses Estimated According to Characteristics of Airborne Radon and Thoron Levels Generated from Some Household Products)

  • 박동욱;이성진;김소연;곽현석;이승희;박지훈
    • 한국환경보건학회지
    • /
    • 제45권2호
    • /
    • pp.99-112
    • /
    • 2019
  • Objective: This study aims to analyze the characteristics of airborne radon and thoron level ($Bq/m^3$) generated from household products containing monazites, and estimate the effective doses (mSv/yr). Method: Radon & Thoron detector EQF3220 was used to monitor real-time airborne radon and thoron level ($Bq/m^3$), and their daughters ($Bq/m^3$) were recorded every two hours. Effective doses (mSv/yr) for radon and thoron were estimated according to models developed by International Commission on Radiological Protection (ICRP) and United Nations Scientific Committee on the Effects of Atomic Radiation (UNSCEAR). Results: The average levels of radon and thoron were $87.8Bq/m^3$ (range; $20.8-156.3Bq/m^3$) and $1,347.5Bq/m^3$ (range; $4-5,839.7Bq/m^3$), respectively. The average equilibrium factors (F) were 0.23 and 0.007, respectively. The levels of radon progeny were far higher than that thoron. Latex mattress showed the highest F (0.38). The average effective doses were estimated to be ICRP (1.9 mSv/yr) and UNSCER (1.3 mSv/yr) for radon and UNSCEAR (1.6 mSv/yr) for thoron. Conclusions: Our results have far exceeded the allowable effective dose for general population (1 mSv/yr). The government's actions such as the ban of use of consumer products containing monazite and the establishment of surveillance system to evaluate health effects for the people affected should be taken as early as possible.

Performance-based plastic design of buckling-restrained braced frames with eccentric configurations

  • Elnaz Zare;Mohammad Gholami;Esmail Usefvand;Mojtaba Gorji Azandariani
    • Earthquakes and Structures
    • /
    • 제24권5호
    • /
    • pp.317-331
    • /
    • 2023
  • The buckling-restrained braced frames with eccentric configurations (BRBFECs) are stable cyclic behavior and high energy absorption capacity. Furthermore, they have an architectural advantage for creating openings like eccentrically braced frames (EBFs). In the present study, it has been suggested to use the performance-based plastic design (PBPD) method to calculate the design base shear of the BRBFEC systems. Moreover, in this study, to reduce the required steel material, it has been suggested to use the performance-based practical design (PBPD) method instead of the force-based design (FBD) method for the design of this system. The 3-, 6-, and 9-story buildings with the BRBFEC system were designed, and the finite element models were modeled. The seismic performance of the models was investigated using two suits of ground motions representing the maximum considered earthquake (MCE) and design basis earthquake (DBE) seismic hazard levels. The results showed that the models designed with the suggested method, which had lower weights compared to those designed with the FBD method, had a desirable seismic performance in terms of maximum story drift and ductility demand under earthquakes at both MCE and DBE seismic hazard levels. This suggests that the steel weights of the structures designed with the PBPD method are about 13% to 18% lesser than the FBD method. However, the residual drifts in these models were higher than those in the models designed with the FBD method. Also, in earthquakes at the DBE hazard level, the residual drifts in all models except the PBPD-6s and PBPD-9s models were less than the allowable reparability limit.

설계초과지진시 CPE를 고려한 밀림관 파단전누설 평가 (Leak Before Break Evaluation of Surge Line by Considering CPE under Beyond Design Basis Earthquake)

  • 김승현;김연정;이한걸;강선예
    • 한국압력기기공학회 논문집
    • /
    • 제18권1호
    • /
    • pp.19-25
    • /
    • 2022
  • Nuclear Power Plants (NPP) should be designed to have sufficient safety margins and to ensure seismic safety against earthquake that may occur during the plant life time. After the 9.12 Gyeongju earthquake accident, the structural integrity of nuclear power plants due to the beyond design basis earthquake is one of key safety issues. Accordingly, it is necessary to conduct structural integrity evaluations for domestic NPPs under beyond design basis earthquake. In this study, the Level 3 LBB (Leak Before Break) evaluation was performed by considering the beyond design basis earthquake for the surge line of a OPR1000 plant of which design basis earthquake was set to be 0.2g. The beyond design basis earthquake corresponding to peak ground acceleration 0.4g at the maximum stress point of the surge line was considered. It was confirmed that the moment behaviors of the hot leg and pressurized surge nozzle were lower than the maximum allowable loading in moment-rotation curve. It was also confirmed that the LBB margin could be secured by comparing the LBB margin through the Level 2 method. It was judged that the margin was secured by reducing the load generated through the compliance of the pipe.