• 제목/요약/키워드: Marine Bridge

검색결과 249건 처리시간 0.031초

Parallel Operation of Microgrid Inverters Based on Adaptive Sliding-Mode and Wireless Load-Sharing Controls

  • Zhang, Qinjin;Liu, Yancheng;Wang, Chuan;Wang, Ning
    • Journal of Power Electronics
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    • 제15권3호
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    • pp.741-752
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    • 2015
  • This study proposes a new solution for the parallel operation of microgrid inverters in terms of circuit topology and control structure. A combined three-phase four-wire inverter composed of three single-phase full-bridge circuits is adopted. Moreover, the control structure is based on adaptive three-order sliding-mode control and wireless load-sharing control. The significant contributions are as follows. 1) Adaptive sliding-mode control performance in inner voltage loop can effectively reject both voltage and load disturbances. 2) Virtual resistive-output-impedance loop is applied in intermediate loop to achieve excellent power-sharing accuracy, and load power can be shared proportionally to the power rating of the inverter when loads are unbalanced or nonlinear. 3) Transient droop terms are added to the conventional power outer loop to improve dynamic response and disturbance rejection performance. Finally, theoretical analysis and test results are presented to validate the effectiveness of the proposed control scheme.

Motion characteristics along the shape of the activating body of a floating wave energy convertor

  • Kim, Sung-Soo;Lee, Su-Bong;Lee, Soon-Sup;Kang, Dong-Hoon;Lee, Jong-Hyun
    • Journal of Advanced Marine Engineering and Technology
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    • 제40권8호
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    • pp.704-709
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    • 2016
  • Wave energy generation systems can be divided into oscillating water chamber type, over topping device type and wave activating body type. The wave activating body type converts wave energy to kinetic energy, and the power generation amount increases as the motion of an activating body increases. In this paper, the wave energy convertor consists of a main body, which has an H-shape, and the activating body. These are connected by a bar-type bridge. By the incident wave, when the activating body moves with vertical motion this motion is consequently converted into rotational motion. The twisting moment and angular velocity at a shaft of convertor are calculated according to various conditions of the incident wave and the shape of the activating body. This can be used as a basic idea for determining the design of wave activating body type convertor.

Enhancement of the energy efficiency of hydrogen SOFC system by integrated cold energy utilization and waste heat recovery method

  • Nguyen Quoc Huy;Duong Phan Anh;Ryu Bo Rim;Lee Jin Uk;Kang Ho Keun
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2022년도 추계학술대회
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    • pp.160-161
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    • 2022
  • Hydrogen is bridge fuel with high energy content and environmentally friendly to satisfy the stringent IMO regulation relating to greenhouse gas (GHG) emissions. There is growing interest in hydrogen in numerous nations and regions illustrated by an extensive range of research and development in technology. Regarding maritime applications, researchers have recognized the utilization of hydrogen as a fuel for fuel cells, a device that converts the chemical energy of the fuel to electrical energy. Solid oxide fuel cell (SOFC), with high working temperature, is easy to combine with the waste heat recovery cycles/devices to increase output power and thermodynamic performances as well. Furthermore, the cold energy from liquid hydrogen supplied to SOFC can also be used to generate more power. In this study, we proposed a SOFC integrated system with the idea of combining the waste heat recovery from the SOFC exhaust stream and cold energy utilization from LH2. The designation is aimed to target small-scale vessel which uses electric propulsion for short distances voyage.

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조간대와 비말대의 콘크리트와 보수재의 염분침투 특성분석 (The Analysis of Chloride Penetration at Concrete and Repair Material under Tidal and Splash Zone)

  • 이준구;조영권;김명원;김관호;조재용;김한중
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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    • pp.207-208
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    • 2010
  • The building that supply tidal and splash zone was constructed near Seamangeum Gate Bridge. The specimens that will be tested for maintenance of gate bridge were exposed on the tidal and splash zone, totally about 650. The characteristics of strength, salt penetration profile, field application of surface repair material and section recover material will be acquired by periodical test. The program was developed to obtain optimal maintenance strategy of gate bridge as a marine concrete structure and to deposit experimental data, lab. test result, field test result, on its D/B. On this paper, the comparison of concrete and recover material in the salt penetration characteristics was expressed. The quantitative analysis of salt contents in concrete surface was most important so the improvement for the machine of gathering power of concrete and the apparatus of measuring chloride contents was proceeded at this time. The two conclusions were summarized like as - The resistance of chloride attack of concrete was appeared 2.5 times bigger than that of recover material - The resistance of chloride attack of polymer series was appeared more higher than that of others.

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Occurred Seasick Impression and Analysis of the Observer´s Heart Rate Variability by using Ship´s Bridge Simulator

  • Kim, Kyung-Hwan;Keigo, Watanabe
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2001년도 ICCAS
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    • pp.168.3-168
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    • 2001
  • The purpose of this paper is to find the relations between the virtual reality created by the ship´s bridge simulator (simulator) at Radar Navigation Experiment and Research Facility in Kobe University of Mercantile Marine (KUMM) and the observer´s response to it. In short, we analyze the observer´s heart rate variability (R-R interval) in navigational condition seasick impression by simulator occurred, and present the R-R Interval and the stress of observer with SNS and PNS calculated by STFT. In this experiment, rolling of the ship was simulated and presented to the observer. Rolling was simulated only visually not physically or mechanically while the balancing movement and heart beat of the observer were measured and processed to produce the measures for body response to the artificially created visual environment. The results show that even a ...

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현장타설말뚝에 의한 교량기초의 설계에 관한 연구 (A Study on the Design of Bridge Foundation by Cast in Place Pile)

  • 안종필;유덕찬;이정욱;임재춘
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.767-774
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    • 2008
  • The spot where bottom foundation of a marine bridge is constructed is deep in depth of water and a bedrock, bearing stratum, is very deeply distributed. So, I analyzed material of soil profile and then evaluate bearing capacity and safety of settlement when a stake of site construction is designed using a projection cast in place concrete pile and a sacrifice steel cast in place pile. Also, I analyzed and researched pratical affairs like a slime processing and plumbing maintenance in supervision of execution.

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A Study on Construction of Collision Reproducing Simulator and Application to Analysis of Marine Casualty

  • Sohn, Kyoung-ho;Bae, Jun-young
    • 한국항해항만학회지
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    • 제28권2호
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    • pp.113-119
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    • 2004
  • Ships' collision accident has often occurred in congested waterways or in harbour areas. To examine the cause of collision accident may be necessary to prevention against another similar one. We discuss the construction of ship-manoeuvring-simulator system used for reproducing ships' collision phenomenon The system consists of one simulator bridge for own ship and two control consoles for own ship and target ship. Own ship and target ship are linked each other, and are simultaneously manoeuvred in simulator bridge or at control console respectively. And a simulator experiment for reproducing ships' collision phenomenon and for examining the cause of accident is carried out. Through the present case study, we find out that the constructed simulator system is very useful for reproducing ships' collision phenomenon and for examining the cause of accident.

남해안 해상 콘크리트 교량의 표면염화물이온농도 및 내구성 평가 (The Estimation of Surface Chloride Content and Durability of the Marine Concrete Bridges in South Coast)

  • 정대진;최익창
    • 해양환경안전학회지
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    • 제20권6호
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    • pp.730-737
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    • 2014
  • 본 연구에서는 남해안에 건설된 사용기간이 5~34년의 해상 콘크리트 교량의 염화물이온농도에 대한 실측데이터로부터 표면염화물이온농도를 추정하고, 기존에 제시된 시방서와 타 연구결과에서 제시한 값들의 타당성을 평가하였다. 그리고 해상 콘크리트 교량의 염해방지도장의 유무, 염화물이온농도, 탄산화 깊이 및 콘크리트 압축강도의 상관관계를 도출하여 상호 작용을 평가하였다. 연구결과에 의하면, 표면염화물이온농도는 간만대에서 KCI 2009, 물보라지역과 해상대기중에서 Cheong et al.(2005)의 제안한 값이 타당한 것으로 판단된다. 또한, 해상 콘크리트 교량의 염해방지도장은 염화물이온의 침투, 탄산화 깊이 및 압축강도 저하 대한 방지효과가 있음을 알 수 있었다. 콘크리트의 압축 강도는 탄산화 깊이와 염화물이온농도의 증가에 따라 감소하였다.

함평만의 유입오염부하량 및 물질수지에 관한 연구 (A Study on the Inflowing Pollution Load and Material Budgets in Hampyeong Bay)

  • 김종구;장효상
    • 해양환경안전학회지
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    • 제22권1호
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    • pp.1-10
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    • 2016
  • 본 연구에서는 함평만의 육상기인오염 물질의 유입특성을 파악하고, 물질순환을 정량화하기 위해, Simple box model을 적용하였다. 함평만의 하천 유입 오염부하 특성을 보면, BOD, COD, TOC의 평균 유기물질 오염부하가 각각 79.7 kg-BOD/day, 144.06 kg-COD/day, 93.0 kg-TOC/day를 나타내었다. 하천별 유기물 유입 오염부하량은 손불 방조제>주포교>양만단지 순으로 나타났다. 계절별로는 하계 강우시기인 7월에 높은 부하 특성을 보였다. 영양염류의 평균 유입 오염부하는 각각 20.9 kg-DIN/day, 17.1 kg-DIP/day, 148 kg-TN/day, 37.4 kg-TP/day를 나타내었다. 하천별 영양염 유입부하량은 양만단지>백옥교>주포교 순으로 나타났다. 박스모델을 이용한 함평만 물질수지에서 담수체류시간은 52.4일로 해수교환이 낮은 반 폐쇄성 해역의 특성을 나타내었다. 영양염 물질수지에서 용존 무기질소의 경우 ${\Delta}DIN$이 (-)의 탈질상태를 나타내어 유입된 질소보다 광합성에 의한 소비 및 외해 유출이 큰 경향을 보였다. 용존 무기인의 경우 ${\Delta}DIP$가 (+)를 나타내어 유기물 분해에 의한 공급, 퇴적물의 용출부하, 하천 유입부하가 식물플랑크톤에 의한 소비 및 외해 유출보다 큰 것으로 나타나 축적되는 경향을 보였다.