• 제목/요약/키워드: Vertical Elevation

검색결과 241건 처리시간 0.028초

불규칙파에 의한 월파량산정의 수치해석법 (Numerical analysis for Estimation of Overtopping Rate by using Irregular Wave)

  • 김도삼;김창훈;이민기;김지민
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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    • pp.373-376
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    • 2006
  • In general, a method for generating irregular wave by combination of component waves obtained from linear wave theory is widely used. In these method, however, mean water surface elevation is rising from time to time because of nonlinear effect of wave. In this study, for the rising problem of mean water surface elevation and stabilization of calculation from time to time, mass transport velocity for horizontal velocity at wave source position is considered. The rising problem of mean water surface elevation is checked by comparing calculated wave profile from numerical technique proposed in this study with target wave profile at wave source position in numerical wave tank by using CADMAS-SURF code. And, by generating irregular wave, the validity of wave overtopping rate estimated from this numerical analysis is discussed by comparing computed results with measured results in hydraulic model experiments for vertical seawall located on a sloping sea bottom. As a results, the computations are validated against the previously experimental results by hydraulic model test and numerical results of this study and a good agreement is observed. Therefore, numerical technique of this study is a powerful tool for estimating wave overtopping rate over the crest of coastal structure.

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장애물 위치에 따른 GPS 기준국 측위정확도 변화분석 (An Analysis of GPS Station Positioning Accuracy Variations According to Locations of Obstacles)

  • 손동효;박관동;정완석;기창돈
    • 한국항해항만학회지
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    • 제37권5호
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    • pp.463-469
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    • 2013
  • 이 연구에서는 GPS 기준국 주변에 존재하는 장애물의 방향과 고도각이 좌표 정확도 변화에 미치는 영향을 시뮬레이션을 통해 분석하고자 한다. 최적의 관측환경에 있는 기준국의 정밀좌표를 산출한 뒤 고도각 $10^{\circ}$부터 $70^{\circ}$까지의 장애물이 동, 서, 남 방향에 각각 존재한다고 가정하고 관측자료를 재구성하였다. 10일간의 관측자료를 이용하여 일단위와 시간단위로 각각 처리하였다. 일단위 처리결과에서는 RMSE가 10mm 내외였으나 시간단위 결과에서는 100mm 수준까지 증가하였다. 장애물의 고도각이 높아질수록 수평 및 수직방향 RMSE는 증가하였고 높이 추정값은 감소하였다. 방향에 따른 분석에서는 동쪽이나 서쪽에 장애물이 존재할 때 남북방향에 비해 동서방향으로 위치오차가 더 크게 증가하였고 남쪽 장애물인 경우에는 동서방향의 오차폭이 상대적으로 작게 나타났다.

에너지 기반 영역 선택과 TDOA에 의한 3차원 음원 위치 추정 (3-D Sound Source Localization using Energy-Based Region Selection and TDOA)

  • ;이은주
    • 한국정보통신학회논문지
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    • 제21권2호
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    • pp.294-300
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    • 2017
  • 본 논문에서는 에너지 기반 영역 선택과 TDOA에 의해 3차원에서 음원의 방위와 높이를 계산하여 음원 위치를 추정하는 방법을 제안한다. 본 연구의 목적은 음원 위치 추정에서 계산시간 감축으로, 수평면 3개 신호의 에너지 비교에 의한 영역 선택과 선택된 영역의 TDOA에 의해 방위각을 계산하고, 또 높이 계산을 위한 마이크로폰 신호와 가장 큰 에너지를 갖는 평면 신호와의 TDOA로 높이각을 추정하는 방법을 제안한다. 제안한 방법에 대한 음원 추정실험 결과 수평 방위각 추정에서 평균 $0.778^{\circ}$, 높이각 추정에서 $1.296^{\circ}$의 오류를 보여 기존의 방법과 정확도에서 유사하고, 추정은 1회 신호 에너지 비교와 2회의 TDOA계산으로 가능하여 처리 시간이 단축된다.

Preflex 철도교량의 운행열차하중에 대한 동적응답 분석 (Experimental Analysis of A Preflex Railway Bridge Under Random Train Loads)

  • 오지택;김현민;최은수;김주우
    • 한국공간구조학회논문집
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    • 제5권1호
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    • pp.65-71
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    • 2005
  • This research analyzed dynamic responses of the preflex railroad bridge. Vertical deflection and acceleration induced by operating train loads and test train loads were measured. Deflection of bridge by train traveling satisfies deflection limitation regulation (L/800) about the concrete bridge, but compare with UIC standard, vibration acceleration happened fairly greatly. Also test result show that acceleration receives greatly effect about the speed than deflection. It must discuss about vibration acceleration problems for speed elevation hereafter.

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Preflex 철도교량의 실 운행열차하중에 대한 동적응답 분석 (A Dynamic Response Analysis about Real Train Loads of the Preflex Railway Bridge)

  • 오지택;김현민;최은수;이태균
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.1021-1027
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    • 2004
  • This research analyzed dynamic responses of the preflex railroad bridge. Vertical deflection and acceleration induced by operating train loads and test train loads were measured. Deflection of bridge by train traveling satisfies deflection limitation regulation (L/800) about the concrete bridge, but compare with UIC standard, vibration acceleration happened fairly greatly. Also test result show that acceleration receives greatly effect about the speed than deflection. It must discuss about vibration acceleration problems for speed elevation hereafter.

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COMPUTATION OF THE DYNAMIC FORCE COMPONENT ON A VERTICAL CYLINDER DUE TO SECOND ORDER WAVE DIFFRACTION

  • Bhatta, Dambaru
    • Journal of applied mathematics & informatics
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    • 제26권1_2호
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    • pp.45-60
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    • 2008
  • Here we consider the evaluation of the the dynamic component of the second order force due to wave diffraction by a circular cylinder analytically and numerically. The cylinder is fixed, vertical, surface piercing in water of finite uniform depth. The formulation of the wave-structure interaction is based on the assumption of a homogeneous, ideal, incompressible, and inviscid fluid. The nonlinearity in the wave-structure interaction problem arises from the free surface boundary conditions, namely, dynamic and kinematic free surface boundary conditions. We expand the velocity potential and free surface elevation functions in terms of a small parameter and then consider the second order diffraction problem. After deriving the pressure using Bernoulli's equation, we obtain the analytical expression for the dynamic component of the second order force on the cylinder by integrating the pressure over the wetted surface. The computation of the dynamic force component requires only the first order velocity potential. Numerical results for the dynamic force component are presented.

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수직벽상(垂直壁上)의 충격쇄파압(衝擊碎波壓)에 관한 연구(硏究) (A Study on Shock Pressure of Breaking wave Exerted Upon Vertical Wall)

  • 이봉학;최한규;김남원
    • 산업기술연구
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    • 제8권
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    • pp.3-11
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    • 1988
  • Shock pressure of wave breaking on vertical wall is studied experimentally with beaches, which have four different slopes (1/4.02, 1/7.05, 1/10, 1 /13.5). This results is summerized as follows: 1. Maximum impact presures are occured where the wave break directly on the wall rather than breaking in front of the wall. 2. Deep water steepness, and the beach slope are the two Quantities governing the magnitude and location of maximum dimensionless impact pressure from wave breaking directly on the wall, also, the greatest pressure is produced with a beach slope of 1/10. 3. This study is clearly shown that the location of maximum pressure can be presented above still water level under respectively experimental condition. The dimensionless elevation of maximum Pressure is greatest on a beach slope of 1/10.

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터널 화재시 터널 단면의 종횡비에 따른 연기 거동에 관한 (An Experimental Study of Smoke Movement in Tunnel Fires with Aspect Ratio of Tunnel Cross Section)

  • 이성룡;유홍선;김충익
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.115-120
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    • 2003
  • In this study, smoke movement in tunnel fires was investigated with various aspect ratio(0.5, 0.667, 1.0, 1.5, 2.0) of tunnel cross section. Reduced-scale experiments were carried out under the Froude scaling using 8.27 kW ethanol pool fire. Temperatures were measured under the ceiling and vertical direction along the center of the tunnel. Smoke front velocity and temperature decrease rate were reduced as higher aspect ratio of the tunnel cross-section. Smoke movement was evaluated by analysis of vertical temperature distribution 3 m downstream from the fire source. Elevation of smoke interface according to N percent rule was under about 60% of tunnel height.

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Research of Circuit Working Construction Elevator with Single-guide Rail and Multi-cages

  • Kun Zhang;Kaiqiang Wang;Di Li;Qing Sun;Zhen Ye;Wei Liu
    • 국제초고층학회논문집
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    • 제11권2호
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    • pp.137-144
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    • 2022
  • As one of the most important vertical transportation equipment in super high-rise buildings, the construction elevator directly affects the project period, cost, and effectiveness. The paper proposes a new construction elevator with single-guide rail and multi-cages. It can solve the problems of single construction elevator capacity shortage and efficacy decrease with height reduction, the occupancy of plan and elevation position of multiple construction elevators, and extension of total construction period by cycling operation of multi-cages on a single-guide rail. The paper focuses on the design and research of the main components of the equipment, such as the rotating guide rail mechanism, vertical bearing mast tie system, segmented electrical power supply system, group control scheduling system, and safety anti-collision system.

치아 마모로 인한 수직고경감소와 과개교합을 가진 환자에서 전악 수복 증례 (A case of full mouth rehabilitation in patient with loss of vertical dimension and deep bite due to tooth wear)

  • 서성용;이나영;강정경
    • 대한치과보철학회지
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    • 제56권1호
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    • pp.31-39
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    • 2018
  • 구치부 교합의 붕괴는 정상적인 교합평면을 소실 시키고, 과도한 마모를 일으켜 수직고경을 감소시킨다. 감소된 수직 고경은 심미적, 기능적 문제를 일으킬 뿐만 아니라 측두하악관절에 과하중을 야기하고 근신경계 이상을 일으킬 수 있다. 이렇게 붕괴된 교합관계를 개선하기 위해서 수직고경 변경을 고려하여야 하는데 치료 전 정확한 진단과 분석이 필수적이며 새로운 수직 고경에 대한 적응 평가를 함께 하여야 한다. 그리고 과도한 수직피개를 가지는 과개교합 환자는 치아 마모 및 치아정출의 교합 문제를 가지는 경우가 많다. 이러한 사항을 고려해 보았을 때 치아마모로 수직고경이 감소된 과개교합 환자의 문제 해결을 위해서는 전반적인 보철수복을 하여야 한다. 본 증례는 68세 남자환자로 다수 치아의 마모와 상악 구치의 결손부위를 치료하기 위해 수직고경 증가를 동반한 상악 가철성 국소의치 및 상하악 고정성 보철물로 수복한 증례이다.