• 제목/요약/키워드: harbour

검색결과 321건 처리시간 0.022초

천해저 지반조사를 위한 수면 탄성파 반사법 탐사자료의 분해능 향상 연구 (Study on the enhancement of data quality from shallow water seismic reflection survey)

  • 김중열;김유성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.799-806
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    • 2004
  • Recently, as the forerunner in establishing the Northeast Asia's logistics base, a lot of marine engineering works such as new ports and container terminals, extension of old ports, new bridges, land reclamation etc. have been progressed. Parallel to it, there is also an increasing demand for improving the safety of construction. In this situation, high resolution seismic reflection profiling can be well used, attempting to classify rocks and sediments under water, if possible, to delineate the distribution of grain sizes in sediments not only for calculating the cost of removing sediments from harbour's channels, but also for estimating the bearing capacities for bridge or port construction. However, the results from the corresponding reflection survey that has been in operation in our country can not be effectively used for engineering purposes mostly due to the insufficient resolution. Thus. in this paper, two innovative strategies are introduced to enhance resolution. The one deals with a newly designed exploration barge that will help reduce several kinds of noises encountered electrically or operationally. The other is associated with an establishment of optimum measuring system comprising e.g. a specially devised hydrophone with a combination of 7 piezoelectric elements. Field experiments performed at Busan harbour are illustrated. The quality of acquired data was thereby fundamentally improved in comparison with that obtained at the same time in a conventional way.

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부두 입출항 선박을 위한 선회수역 크기에 관한 고찰 (A Study on the Size of Turning Basin for Vessels of Arrival & Departure in the Berths)

  • 김세원;이윤석;박영수
    • 수산해양교육연구
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    • 제24권6호
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    • pp.872-883
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    • 2012
  • Generally the determination of turning basin for vessels of entering & sailing in the berth has been considered in the design standard of harbor construction rules of the port. In this regard, the turning basin has been determined by the max size of entering vessel of the berth/port. But the size of turning basin may considered the ship's maneuvering ability, operator's skillful power, mooring equipments of the berth, arrangement of the fairway and the environment condition of weather & seas around the designated port area. So this paper suggested the optimum size of turning basin after studying the harbour design rules of the advanced marine countries and using by maneuvering simulator for turning basin size and also evaluated the design standard of harbor construction rules and minimum size of turning basin against ship's length at the Gangjung civil/naval port of Jeju Island.

파랑에 의한 항만 내 부유체의 운동 (Wave-Induced Motions of a Floating Body in a Harbour)

  • 이호영;곽영기;박종환
    • 한국해양공학회지
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    • 제20권2호
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    • pp.36-40
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    • 2006
  • As large waves enter a harbor, during their propagation, the motions a floating body are large and if may even be damaged by waves. This phenomenon may be caused by harbor resonance, resulting from large motion at low wave frequency, which is close to the natural frequency of a vessel. In order to calculate the motion of a floating body in a harbor, it is necessary to use the wave forces containing the body-harbor interference. The simulation program to predict the motions of a floating body by waves in a harbor is developed, and this program is based on the method of velocity potential contiuation method proposed by Ijima and Yoshida The calculated results are shown by the variation of wave frequency, wave angle, and the position of a floating body.

인천항 갑문의 운영 수준에 관한 연구 (A Study on the Operational Utilization Levels of Lock Gates in Inchon Port)

  • 구자윤
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2002년도 춘계학술대회논문집
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    • pp.13-19
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    • 2002
  • In inner harbour of Inchon Port, there are two lock gates (50KT, 10KT) which have two gates per lock gate in inner/outer sides except a gate in inner harbour side 7f 10KT. Due to the lack of the fore-mentioned gate, the use of 10KT lock gate Is suspended in every 3 years for regular maintenance. Now an additional gate is under construction in order to improve the efficiency of the 10KT lock gate. This paper will be aimed to evaluate the operational utilization levels of lock gates in present and future. The present operational utilization levels of lock gates are 0.2119 in 10KT lock gate, 0.2051 in 50KT lock gate which were considered the 46.5 closed days every 3 years for 10KT regular maintenance. The levels are estimated to 0.2246(10KT), 0.2539(50KT) in 2006 and 0.2241(10KT), 0.2560(50KT) in 2011. The levels of 50KT lock gate are evaluated to be more rapidly increased up to 24.5% in 2011.

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완도항 인근수역 해상교통 시스템 개선 연구 (A Study on ship's routing system in the approach waters of Wan-do Port)

  • 임남균;정재용;최명식
    • 해양환경안전학회:학술대회논문집
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    • 해양환경안전학회 2007년도 춘계학술발표회
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    • pp.175-180
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    • 2007
  • 현재 완도항은 서남해안 물류거점의 항만으로 발돋움하기 위한 여러 가지 노력을 하고 있다. 이의 일환으로 항만 시스템 개선 사업을 수년전부터 활발하게 계획하고 있으며, 그중에 항만 내 선박 통항 시스템개선의 필요성이 제기되어 왔다. 이 연구에서는 현재 완도항만 및 그 인근 해역의 해상교통 시스템 전반을 살펴보고, 보다 효율적인 해상교통 시스템의 확보를 위한 기존의 시스템에 대한 개선점을 제안하고자 한다. 이를 위하여, 항만내 항로, 항만 내외의 묘박지에 대한 효율성을 검토하여 새롭게 제안하였다.

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안벽에 계류된 선박에 대한 비선형 운동응답 (Nonlinear Motion Responses for A Moored Ship beside Quay)

  • 이호영;임춘규;유재문;전인식
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2003년도 춘계학술대회 논문집
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    • pp.172-178
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    • 2003
  • As a typoon gets into harbour, a moored ships shows erratic motions and even mooring line failures is occurred. Such troubles may be caused by harbour resonance phenomena, result in large motion amplitudes at law frequency, which is closed to the natural frequency of the moored ship. The nonlinear motions of a moored ship beside quay are simulated under external forces due to wave, current including mooring forces in time domain. The forces due to waves are obtained from source and dipole distribution method in the frequency domain. The current forces are calculated by using slow motion maneuvering equation in the horizontal plane. The wind forces are calculated from emperical formula of ABS and the mooring forces of ropes and fenders are modeled as linear spring.

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인천항 물류시스템의 실태분석 및 개선방안에 관한 연구 -입항지원시스템을 중심으로- (A Study on the Improvement of Physical Distribution System in Inchon Port)

  • 황해성;곽규석
    • 한국항만학회지
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    • 제12권2호
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    • pp.233-242
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    • 1998
  • The Inchon port has been heavily congested due to the tidal restriction in passing the lock and the shortage of berths or warehouses. The current congestion is predicted to become worse by the induced traffics near the lock entrance after completion of North harbour expansion and of Kyung-In canal construction. It is also expected that the newly developed configuration of the Inchon port will result in increasing the rate of marine accidents around the lock entrance because of the over-utilization of the limited capacity of the junction from the North harbour and the Kyung-In canal. This study adopts a systematic approach in analysing the physical distribution system of the inner-lock area in order to figure out alternative routes which are designed to improve the port efficiency. Ship maneuvering simulation is also attempted to propose a new approaching route to the canal as an alternative path in order to avoid the traffic accidents caused by the extreme congestion. The result of the ship maneuvering simulation demonstrates that the alternative routes by way of Buk-Sudo, Janbong-Sudo, north of Si-Do and Sin-Do is recommended routes which can satisfy the safety requirements of approaching to the canal entrance.

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잔교식 항만구조물 주변에서 해수유동의 평가 (Evaluation of Tidal Flow around the Pile-supported Pier Structures)

  • 박일흠
    • 한국해양환경ㆍ에너지학회지
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    • 제7권2호
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    • pp.82-88
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    • 2004
  • 투과성 항만구조물 주변에서 해수유동을 평가하기 위하여, 흐름 저항을 고려한 수치모형을 사용하였다 조석 조류수치모형에서 임의 물체에 대한 흐름 저항을 고려하기 위하여 수심적분된 전통적인 동수력학 방정식에 항력항을 첨가하였다. 그리고 해수교환율을 평가하기 위하여 임의행보(random walk) 수치모형을 사용하였다. 본 모형은 부산항의 잔교식 항만구조물의 설계에 이용되었으며, 이 때 투과성 구조물은 불투과성 구조물의 경우보다 유속이 증가하고 해수교환율이 향상되는 결과를 보였다. 본 모형은 앞으로 투과성 구조물의 설계에 있어서 유용하게 사용될 수 있을 것으로 기대된다.

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Multi-class support vector machines for paint condition assessment on the Sydney Harbour Bridge using hyperspectral imaging

  • Huynh, Cong Phuoc;Mustapha, Samir;Runcie, Peter;Porikli, Fatih
    • Structural Monitoring and Maintenance
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    • 제2권3호
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    • pp.181-197
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    • 2015
  • Assessing the condition of paint on civil structures is an important but challenging and costly task, in particular when it comes to large and complex structures. Current practices of visual inspection are labour-intensive and time-consuming to perform. In addition, this task usually relies on the experience and subjective judgment of individual inspectors. In this study, hyperspectral imaging and classification techniques are proposed as a method to objectively assess the state of the paint on a civil or other structure. The ultimate objective of the work is to develop a technology that can provide precise and automatic grading of paint condition and assessment of degradation due to age or environmental factors. Towards this goal, we acquired hyperspectral images of steel surfaces located at long (mid-range) and short distances on the Sydney Harbour Bridge with an Acousto-Optics Tunable filter (AOTF) hyperspectral camera (consisting of 21 bands in the visible spectrum). We trained a multi-class Support Vector Machines (SVM) classifier to automatically assess the grading of the paint from hyperspectral signatures. Our results demonstrate that the classifier generates highly accurate assessment of the paint condition in comparison to the judgement of human experts.

Prediction of fully plastic J-integral for weld centerline surface crack considering strength mismatch based on 3D finite element analyses and artificial neural network

  • Duan, Chuanjie;Zhang, Shuhua
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제12권1호
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    • pp.354-366
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    • 2020
  • This work mainly focuses on determination of the fully plastic J-integral solutions for welded center cracked plates subjected to remote tension loading. Detailed three-dimensional elasticeplastic Finite Element Analyses (FEA) were implemented to compute the fully plastic J-integral along the crack front for a wide range of crack geometries, material properties and weld strength mismatch ratios for 900 cases. According to the database generated from FEA, Back-propagation Neural Network (BPNN) model was proposed to predict the values and distributions of fully plastic J-integral along crack front based on the variables used in FEA. The determination coefficient R2 is greater than 0.99, indicating the robustness and goodness of fit of the developed BPNN model. The network model can accurately and efficiently predict the elastic-plastic J-integral for weld centerline crack, which can be used to perform fracture analyses and safety assessment for welded center cracked plates with varying strength mismatch conditions under uniaxial loading.