• Title/Summary/Keyword: 횡방향 속도

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Assessment of Safe Navigation Including the Effect of Ship-Ship Interaction in Restricted Waterways (제한수역에서 두선박간의 상호간섭력을 포함한 안전항해의 평가)

  • Lee, Chun-Ki
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2003.05a
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    • pp.5-10
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    • 2003
  • This paper is mainly concerned with the assessment of safe navigation between ships moving each other in restricted waterways. The manoeuvring simulation was conducted parametrically to propose an appropriate sage speed and distance, which is required to avoid sea accident under the different conditions, such as ship-velocity ratios, ship-length ratios, separation and stagger between ships. The manoeuvring characteristics based on this investigation will be very useful for keeping the safety of navigation from the practical point of ships design and traffic control in confined water.

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A Study on the Criteria for the Earthquake Safety Evaluation of Fill Dams (필댐의 내진 성능 평가 기준에 대한 고찰)

  • Choo, Yun-Wook;Lee, Sei-Hyun;Kim, Mu-Kwang;Kim, Dong-Soo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.15 no.6
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    • pp.19-31
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    • 2011
  • The current Korean criteria for seismic performance evaluated by dynamic analysis regulates that the horizontal displacement and vertical settlement of a dam body, including the static deformation, should be within 1% of the dam height. However, there has been weak theoretical support, so that the current criteria have to be validated. Korea is in a region of low or moderate seismicity located inside the Eurasian plate, and few earthquakes with considerable magnitudes and intensities have been recorded in the area. Therefore, in this study, published data measured in overseas countries were collected in order to construct a database and validate the current criteria. In addition, dynamic centrifuge tests and a parametric study using numerical simulations were performed in order to investigate the effect on the horizontal displacement and settlement of a dam body and to validate the current criteria.

Deposition Mechanism and Modeling of Particulate Organic Matter and Suspended Sediment in Riparian Vegetation (식생영역에서 입자성 유기물과 유사이송의 퇴적과정 및 모델링)

  • Jeon, Ho Seong;Lee, Woo Dong;Kim, Kyu Ho;Hong, Il
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.380-384
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    • 2016
  • 홍수완화의 관점에서 강을 관리하기 위하여 수자원의 이용과 생태계보전, 하천흐름과 형태학적 변화들에 대하여 충분히 이해하고 합리적으로 설명하는 것이 필요하다. 최근에 수변지역에서 발달된 식생은 홍수시에 감속영역과 생물들의 피난처를 제공하는 것 이외에 횡단방향의 혼합작용을 활성화하여 유사와 식물의 씨앗 및 입자성 유기물(POM)을 포착하는 기능을 하고 특히 흐름과 유사이송 및 하도 지형변화에 큰 영향을 주기 때문에 중요하다. 입자성 유기물(POM)은 하천생태계를 지탱하는 에너지원으로서 다양한 형태로 존재하고 미생물의 분해를 받아 무기화된 식생의 번무와 물질순환의 시발점이 되기도 하지만 현재까지 식생영역 내에서 그 공급과정에 관련이 있는 운동기구에 관한 연구는 아직 부족한 실정이다. 따라서 본 연구는 식생영역의 유사퇴적 및 분급작용, 입자성 유기물의 포착을 일으키는 원인과 흐름의 특징 중 식생영역 내에서 흐름방향으로 감속에 주목하여 수리 모형실험을 실시하였고 수변식생에서 부유사와 POM의 퇴적과정에 대하여 검토 및 모델링을 실시하였다. 수리 모형실험 결과 CPOM과 FPOM 모두 유사의 퇴적없이 그 자체로는 퇴적이 되지 않았고 수변식생의 종방향 이송의 경우 식생에 의해 퇴적된 부유사가 사련 형태로 형성이 되어 CPOM이 사련의 배후에서 캡쳐 되었다. 또한 두가지 샘플 움직임의 상호작용은 사련의 파고와 파장의 전파속도를 감소시켰다. 식생지역에서 횡방향 분산의 경우에 대해서는 각각의 유사 크기에 대한 퇴적물의 능선은 식생의 경계를 따라 형성되었고 운동의 범위는 유사 퇴적의 능선에 의해 촉진되어 횡방향으로 확산하며 확장되었다. 이러한 결과를 바탕으로 제한된 경험적인 지식보다 오히려 실험을 통하여 식생을 동반하는 장소에서 유사와 POM의 거동특성 차이 및 간섭작용을 명확히 한 후 현장에서 관측된 현상과 비교 검증이 필요하다고 사료되며 추후에 운동기구를 모델링 및 업그레이드 해 나가는 것이 앞으로의 하천생태계 예측평가에 필요하다고 판단된다.

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Inelastic Behavior and Ductility Capacity of Reinforced Concrete Frame Subjected In Cyclic Lateral Load (반복 휭하중을 받는 철근콘크리트 골조의 비탄성 거동 및 연성능력)

  • 김태훈;김운학;신현목
    • Journal of the Korea Concrete Institute
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    • v.14 no.4
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    • pp.467-473
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    • 2002
  • The purpose of this study is to investigate the inelastic behavior and ductility capacity of reinforced concrete frame subjected to cyclic lateral load and to provide result for developing improved seismic design criteria. A computer program named RCAHEST(Reinforced Concrete Analysis in Higher Evaluation System Technology) for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. The strength increase of concrete due to the lateral confining reinforcement has been taken into account to model the confined concrete. In boundary plane at which each member with different thickness is connected local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel. The proposed numerical method for the inelastic behavior and ductility capacity of reinforced concrete frame subjected to cyclic lateral load is verified by comparison with reliable experimental results.

Effect of Lateral Deformations of Guideway on Guidance Characteristics of Maglev Train (가이드웨이 횡변형의 자기부상열차 안내특성에의 영향 분석)

  • Kim, Ki-Jung;Lee, Jae-Kyoung;Han, Hyung-Suk;Yang, Seok-Jo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.39 no.11
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    • pp.1161-1167
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    • 2015
  • A slender guideway is essential in improving aesthetically and reducing its construction cost which accounts for about 70% of overall investment for maglev system. As the slender guideway, however, may increase its deformation, its effect on levitation stability and guidance performance needs to be analyzed. The purpose of this study is to analyze the effect on guidance characteristics of maglev due to the lateral deformation of the guideway girder and lateral irregularity of guiderail. For doing this, 3D model considering lateral deformation of girder and irregularity of rail of the guideway is developed. Using the dynamic interaction model integrated with the proposed guideway and maglev vehicle including electromagnetics and its controller, guidance characteristics of maglev are analyzed. It is analyzed that the effect on lateral deformation of girder is relatively small compared to deformation on the lateral irregularities of guiderail.

Field Measurements and Review of the Curve Squeal Noise of Urban Railways (도시철도 차량 주행시 곡선스킬소음 실험 및 고찰)

  • Kim, Jae-chul;Kim, Kwanju;Lee, Junheon;Kim, Jiyong
    • Journal of the Korean Society for Railway
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    • v.20 no.2
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    • pp.165-172
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    • 2017
  • High frequency squeal noise can be generated when a railroad vehicle runs a sharp curved section; this noise causes environmental complaints and excessive wear on the wheel and the railroad track. In this paper, curved squeal noise experiments on a commercial railway were carried out to investigate this phenomenon. The relationship of the squeal noise pressure level, the frequency characteristics, the railway running speed, and the modal behavior of the wheel were investigated. At the same time, the lateral motion of the wheel relative to the rail was captured using a video camera; wheel movement was calculated when the noise was generated. queal noise occurred at the highest level at the inner front wheel; this phenomena is considered to be related to the lateral vibration response characteristics of the wheel. It can be seen that the magnitude of this squeal noise is not directly related to the increase in vehicle speed.

Development of Estimation of Curve Radii of Road Considering Design Consistency (설계일관성을 고려한 도로 곡선반경 산정에 관한 연구)

  • Park, Je-Jin;Lee, Sang-Ha;Park, Kwang-Won;Ha, Tae-Jun
    • International Journal of Highway Engineering
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    • v.10 no.2
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    • pp.125-133
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    • 2008
  • Achieving consistent geometric design is an important goal in highway design to ensure obtaining safe, economical and smooth traffic operation. Most evaluation of consistency is based on 'speed change' in speed profile. According to literature, the speed depends on geometric elements, speed on tangent section prior to a curve, and background around roads. Especially, the radius is the most main element mentioned in various literature. Therefore, this paper shows two ways of calculating horizontal radius on real road, that is, three-dimensional road. First of all, the radius of horizontal curve is calculated based on physical method. The calculated radius contains not only superelevation but also longitudinal grade while the current minimum radius is calculated by considering superelevation and side friction according to the point-mass equation. Secondly, the problem of composed curves with distorted appearance by overlaying sag or crest vertical alignment has been known. To quantify the extent of distortion effects, the method of calculation of real seen so called 'Perspective Radius' is developed. The paper presents the perspective radius and recommended perspective radius.

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Development of Integrated Turbidity model for Deacheong Reservoir and Downstream river. (대청호와 하류하천 통합 탁수 예측 모델 개발)

  • Jung, Yong-Rak;Chung, Se-Woong;Shin, Sang-Il
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1393-1397
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    • 2008
  • 본 연구의 목적은 대청호와 하류 하천을 연계하여 연속적으로 부유물질의 이송, 확산, 침강과정을 해석 할 수 있는 통합 탁수 모델을 구축하는데 있다. 저수지와 하천을 연속적으로 모의하기 위해서 횡방향 평균 2차원 수리 수질 모델인 CE-QUAL-W2 (W2)를 사용하였다. 그러나 W2모델은 탁도를 모의 할 수 있는 알고리즘이 없기 때문에 모델 경계지점에서의 탁도-부유사(SS) 농도 상관관계를 조사하여 연속 측정된 탁도를 SS로 변환하였고, SS를 입자크기에 따라 3개의 그룹으로 나누어 각각의 침강속도가 다르게 모의하였다. 모의된 SS는 다시 저수지내 관측지점의 탁도-SS 상관관계를 이용해 탁도로 변환하여 실측값과 비교하였고, 하류 하천에서 취수하는 부여 취수장의 탁도-SS 상관관계를 이용하여 취수 원수의 탁도와 모의값을 비교하였다. 하천의 탁도는 실측값이 없는 관계로 모의된 SS를 그대로 하천의 SS 실측값과 비교하였다. 연구결과 통합모델은 저수지내에서 탁도의 수심별 농도를 잘 예측하였고 입자 크기별 침강속도를 고려한 결과 기존의 단일 SS 침강속도 모델에 비해 탁도 예측 성능이 향상되었다. 모델은 강우시 하천에서 급증하는 SS의 농도 변화를 잘 예측하였고, 금강 하류에 위치한 부여 취수장의 일별 취수 원수의 탁도 시계열 변화와도 비교적 잘 일치하였다.

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Tight Path Following PID Controller for a Vehicle with Time Delay (비행체 시간지연을 고려한 정밀경로추종 PID 제어기법)

  • Rhee, Ihn-Seok;Park, Sang-Hyuk;Lee, Kyoung-Ho
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.39 no.7
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    • pp.618-626
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    • 2011
  • In order to complete missions in a complicated terrain or highly dangerous area, an unmanned aerial vehicle(UAV) needs a fine controller to precisely follow the desired path. A PID controller used for the path following feeds forward path curvature information to the control input to improve the path following performance. High gain for PID controller is necessary to follow path tightly. However the high gain could cause instability or performance degradation when the vehicle has slow dynamics. We present PID controller design method which considers response delay of vehicle as well as path curvature. In order to obtain path curvature the desired path is described as a 3rd order polynomial by applying cubic spline interpolation. We apply the proposed controller to the path following of a UAV which is operated in high altitude and has very slow lateral dynamics. The lateral dynamics are modelled as a first order delayed system in the controller design. Nonlinear simulation shows the UAV with proposed controller follows an arbitrary path very tightly.

Oblique Angle Effect of Impinging Jet on Heat Flow Characteristics of a Corrugated Structure (충돌제트의 경사각도가 파형 구조의 열유동 특성에 미치는 영향)

  • Hwang, Byeong Jo;Kim, Seon Ho;Joo, Won Gu;Cho, Hyung Hee
    • Journal of the Korean Society of Propulsion Engineers
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    • v.21 no.2
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    • pp.83-93
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    • 2017
  • A numerical analysis is made of the fluid flow and heat transfer characteristics in the corrugated structure that traps the spent air in the corrugations between impinging jets to reduce crossflow effects on downstream jets in the array. All computations are performed by considering three-dimensional, steady state, and incompressible flow by using the ANSYS-CFX 15.0 code. Averaged jet Reynolds number is 10,000. The oblique angles of impingement jets on the spanwise section are $70^{\circ}$, $80^{\circ}$, $90^{\circ}$, and the oblique angles of impingement jets on the streamwise section are $70^{\circ}$, $90^{\circ}$, $110^{\circ}$. The investigation focuses on the oblique angle influence of impinging jet array on the fluid flow and heat transfer characteristics of a corrugated structure.