• 제목/요약/키워드: Depth of Interaction

검색결과 829건 처리시간 0.032초

반원 형상의 측벽 부근을 항행하는 4,000톤급 어업실습선에 미치는 유체력에 관한 연구 (A study on the hydrodynamic forces acting on a GT 4,000 tonnage fishery training vessel in the proximity of semi-circle bank wall)

  • 이춘기;류경진;이유원;김수형
    • 수산해양기술연구
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    • 제59권4호
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    • pp.336-343
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    • 2023
  • The aging fishery training vessels from the past have mostly been decommissioned, and many universities are introducing state-of-the-art large fishery training vessels. The purpose of these training vessels is to train marine professionals and above all, safety to prevent marine accidents should be of utmost priority as many students embark on the vessel. This study estimated the impact of the hydrodynamic interaction forces acting on the model vessel (fishery training vessel) from the bank when the vessel pass near the semi-circle bank wall in various conditions through the numerical calculation, especially concerning maneuvering motions of the vessel. For estimation, variables were mainly set as the size of the semi-circle shape, the lateral distance between the bank and the model vessel, and the depth near the bank. As a result, it was estimated that, in order for the model vessel to safely pass the semi-circle bank wall at a speed of 4 knots, the water depth to the vessel draft ratio should be 1.5 or more (approximately 8 m of water depth), and the lateral distance from the semi-circle bank wall should be 0.4 times the model vessel's length (Lpp) or more (a distance of 34 m or more). Under these conditions, it was expected that the model vessel would pass without significantly being affected by the bank wall.

파랑과 정상흐름의 공존역에서 해저관로 주변의 국부세굴 (The Local Scour around Submarine Pipelines in the Interaction Region Combined with Waves and Currents)

  • 김경호;이호진;김완식
    • 한국해안·해양공학회논문집
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    • 제20권5호
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    • pp.510-521
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    • 2008
  • 본 연구에서는 해저관로의 국부세굴 특성을 고찰하기 위하여 파랑과 정상흐름이 결합된 흐름장에서 실험을 수행하였다. 조파장치와 흐름 발생장치를 이용하여 파랑과 흐름의 방향이 일치하는 경우와 반대인 경우에 대해서 검토하였다. 관경, 주기, 파고, 흐름속도 등을 변화시켜 가면서 해저관로 주변의 국부 세굴심을 측정하였다. 실험결과 최대평형 세굴심은 관경, 주기, 파고, 흐름속도가 증가할수록 증가하였다. 실험결과를 통하여, Shields 수, Froude 수, KC 수, 주기매개변수, Ursell 수, 수정 Ursell 수 및 유속비 등의 매개변수가 세굴심에 미치는 영향을 분석하였다. Froude 수와 Shields 수가 국부세굴을 일으키는 주요매개변수로 나타났는데, 이것은 파랑과 흐름이 결합된 흐름장에서 어느 한도 내에서는 흐름이 세굴을 지배하는 것을 보여준다.

문경지역 심부지하수의 수리화학 및 환경동위원소 연구 (Hydrochemistry and Environmental Isotope Studies of the Deep Groundwater in the Munkyeong Area)

  • 고용권;김천수;배대석;이동익
    • 자원환경지질
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    • 제33권6호
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    • pp.469-489
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    • 2000
  • The hydrogeochemical and isotopic studies on deep groundwater (below a 550 m depth from the ground surface) in the Munkyeong area, Kyeongbuk province were carried out. Two types of deep groundwater (${CO_2}$-rich groundwater and alkali groundwater) occur together in the Munkywong area. ${CO_2}$-rich groundwater (Ca-${HCO_3}$ type) is characterized by low pH (5.8~6.5) and high TDS (up to 2,682 mg/L.), while alkali groundwater (Na-${HCO_3}$ type) shows a high pH (9.1~10.4) and relatively low TDS (72~116 mg/L). ${CO_2}$-rich water may have evolved by ${CO_2}$ added at depth during groundwater circulation. This process leads to the dissolution of surrounding rocks and Ca, Na, Mg, K and ${HCO_3}$ concentrations are eniched. The low $Pco_2$ ($10^{-6.4}$atm) of alkali groundwaters seems to result from the dissolution of silicate minerals without a supply of ${CO_2}$. The ${\delta}^{18}O$ and ${\delta}^D$values and tritium data indicate that two types of deep groundwater were both derived from pre-thermonuclear meteoric water and have evolved through prolonged water-rock interaction. The carbon isotope data show that dissolved carbon in the ${CO_2}$-rich water was possibly derived from deep-seated ${CO_2}$ gas, although further studies are needed. The ${\delta}^{34}S$ values of dissolved sulfate show that sulfate reduction occurred at great depths. The application of various chemical geothermometers on ${CO_2}$-rich groundwater shows that the calculated deep reservoir temperature is about 130~$l75^{\circ}C$. Based on the geological setting, water chemistry and environmental isotope data, each of the two types of deep groundwater represent distinct hydrologic and hydrogeochemical evolution at depth and their movement is controlled by the local fracture system.

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얼굴 깊이 추정을 이용한 3차원 얼굴 생성 및 추적 방법 (A 3D Face Reconstruction and Tracking Method using the Estimated Depth Information)

  • 주명호;강행봉
    • 정보처리학회논문지B
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    • 제18B권1호
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    • pp.21-28
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    • 2011
  • 얼굴의 3차원 정보는 얼굴 인식이나 얼굴 합성, Human Computer Interaction (HCI) 등 다양한 분야에서 유용하게 이용될 수 있다. 그러나 일반적으로 3차원 정보는 3D 스캐너와 같은 고가의 장비를 이용하여 획득되기 때문에 얼굴의 3차원 정보를 얻기 위해서는 많은 비용이 요구된다. 본 논문에서는 일반적으로 손쉽게 얻을 수 있는 2차원의 얼굴 영상 시퀀스로부터 효과적으로 3차월 얼굴 형태를 추적하고 재구성하기 위한 3차원 Active Appearance Model (3D-AAM) 방법을 제안한다. 얼굴의 3차원 변화 정보를 추정하기 위해 학습 영상은 정면 얼굴 포즈로 다양한 얼굴 표정 변화를 포함한 영상과 표정 변화를 갖지 않으면서 서로 크게 다른 얼굴 포즈를 갖는 영상으로 구성한다. 입력 영상의 3차원 얼굴 변화를 추정하기 위해 먼저 서로 다른 포즈를 갖는 학습 영상으로부터 얼굴의 각 특징점(Land-mark)의 기하학적 변화를 이용하여 깊이 정보를 추정하고 추정된 특징점의 깊이 정보를 입력 영상의 2차원 얼굴 변화에 추가하여 최종적으로 입력 얼굴의 3차원 변화를 추정한다. 본 논문에서 제안된 방법은 얼굴의 다양한 표정 변화와 함께 3차원의 얼굴 포즈 변화를 포함한 실험 영상을 이용하여 기존의 AAM에 비해 효과적이면서 빠르게 입력 얼굴을 추적(Fitting)할 수 있으며 입력 영상의 정확한 3차원 얼굴 형태를 생성할 수 있음을 보였다.

Numerical modeling of two parallel tunnels interaction using three-dimensional Finite Elements Method

  • Nawel, Bousbia;Salah, Messast
    • Geomechanics and Engineering
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    • 제9권6호
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    • pp.775-791
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    • 2015
  • Due to the extension of communication ways (metro, highways, railways), hence, to improve traffic flow imposes often the difficult crossing that generally drive to the construction of underground works (tunnel, water conveyance tunnel...) plays a major role in the redevelopment of urban areas. This study is focused on the assessment of the interaction response of parallel tunnels, so this study uses the results from the simulation of two tunnels to illustrate a few observations that may aid in practical designs. In this article, simultaneous drilling of highway's twin tunnels is simulated by means of Finite Element Method (FEM) implemented in Plaxis program. So the treated subject appears in a setting of geotechnical where one can be to construct several tunnels sometimes in a ground of weak mechanical characteristics. The objective of this study is to simulate numerically the interaction effects caused by construction of two parallels tunnels. This is an important factor in the study of the total answer of the problem interaction between parallels underground works. The importance of the effects transmitted is function of several parameters as the type of the works, and the mechanical characteristics (tunnel size, depth, and the relative position between two tunnels, lining thickness...). This article describes numerical analyses of two parallels tunnels interaction. This study will be applied to a real case of a section tunnel T4 of the highway East-West (Algeria); the study presented below comprises a series of numerical simulations of two tunnels using the computer program Plaxis which is used in the analyses is based on Finite Element Method.

Post buckling mechanics and strength of cold-formed steel columns exhibiting Local-Distortional interaction mode failure

  • Muthuraj, Hareesh;Sekar, S.K.;Mahendran, Mahen;Deepak, O.P.
    • Structural Engineering and Mechanics
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    • 제64권5호
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    • pp.621-640
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    • 2017
  • This paper reports the numerical investigation conducted to study the influence of Local-Distortional (L-D) interaction mode buckling on post buckling strength erosion in fixed ended lipped channel cold formed steel columns. This investigation comprises of 81 column sections with various geometries and yield stresses that are carefully chosen to cover wide range of strength related parametric ratios like (i) distortional to local critical buckling stress ratio ($0.91{\leq}F_{CRD}/F_{CRL}{\leq}4.05$) (ii) non dimensional local slenderness ratio ($0.88{\leq}{\lambda}_L{\leq}3.54$) (iii) non-dimensional distortional slenderness ratio ($0.68{\leq}{\lambda}_D{\leq}3.23$) and (iv) yield to non-critical buckling stress ratio (0.45 to 10.4). The numerical investigation is carried out by conducting linear and non-linear shell finite element analysis (SFEA) using ABAQUS software. The non-linear SFEA includes both geometry and material non-linearity. The numerical results obtained are deeply analysed to understand the post buckling mechanics, failure modes and ultimate strength that are influenced by L-D interaction with respect to strength related parametric ratios. The ultimate strength data obtained from numerical analysis are compared with (i) the experimental tests data concerning L-D interaction mode buckling reported by other researchers (ii) column strength predicted by Direct Strength Method (DSM) column strength curves for local and distortional buckling specified in AISI S-100 (iii) strength predicted by available DSM based approaches that includes L-D interaction mode failure. The role of flange width to web depth ratio on post buckling strength erosion is reported. Then the paper concludes with merits and limitations of codified DSM and available DSM based approaches on accurate failure strength prediction.

파랑-해류 상호작용에 의한 천해 설계파랑 변형 (Design Wave Transformation in Finite Depth due to Wave-Current Interaction)

  • 강시환;안석진;엄현민;조휴상
    • 한국해안·해양공학회논문집
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    • 제21권4호
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    • pp.308-315
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    • 2009
  • 파랑이 흐름이 강한 해역으로 전파되면 파랑-흐름 상호작용에 의해 파고, 파형, 스펙트럼 등 파랑특성의 변형에 영향을 미친다. 본 연구에서는 가로림만해역을 대상으로 조류의 강한흐름과 조차로 인한 수심 변화가큰 경우 입사 파랑의 천해파랑 변형을 SWAN 모형으로 수치모의 실험하였다. SWAN모형의 실 해역 적용에 앞서 강한 흐름에 의한 천해 파랑스펙트럼 변형에 대한 이론적 해석해(Suh et al. 1994)와 모의결과를 비교, 검증한 결과 잘 일치하였다. 가로림만 외해역의 설계파랑인 NNW방향의 주기 8초와 10초, 입사파고 3 m에 대한 모의실험 결과에 의하면 만 입구지점에서 최대 1.4 m/s의 낙조류와 파랑이 상호 역방향으로 만나 파고가 약 40%까지 증가되었고, 이와 반대로 최대 1.1 m/s의 순방향인 창조류의 경우에는 26%정도 감소하였다. 본 실험결과에 의하면 가로림 만입구의 협 수로에서는 항시 강한 조류의 흐름이 있기 때문에 설계파 산정에 있어 파랑-해류의 상호작용에 의한 파랑변형이 가장 중요한 결정요소인 것으로 판단된다.

Analytical model for flexural and shear strength of normal and high-strength concrete beams

  • Campione, Giuseppe
    • Structural Engineering and Mechanics
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    • 제78권2호
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    • pp.199-207
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    • 2021
  • In the present paper, an analytical model is proposed to determine the flexural and shear strength of normal and high-strength reinforced concrete beams with longitudinal bars, in the presence of transverse stirrups. The model is based on evaluation of the resistance contribution due to beam and arch actions including interaction with stirrups. For the resistance contribution of the main bars in tension the residual bond adherence of steel bars, including the effect of stirrups and the crack spacing of R.C. beams, is considered. The compressive strength of the compressed arch is also verified by taking into account the biaxial state of stresses. The model was verified on the basis of experimental data available in the literature and it is able to include the following variables in the resistance provision: - geometrical percentage of steel bars; - depth-to-shear span ratio; - resistance of materials; - crack spacing; - tensile stress in main bars; - residual bond resistance including the presence of stirrups;- size effects. Finally, some of the more recent analytical expressions able to predict shear and flexural resistance of concrete beams are mentioned and a comparison is made with experimental data.

호텔조리사의 직무 만족과 숙련 향상에 관한 연구 (A Study on Skill Upgrading and Job Satisfaction in Hotel Cooks)

  • 박경곤
    • 한국조리학회지
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    • 제11권4호
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    • pp.59-76
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    • 2005
  • The purpose of this study is to illuminate the influence happened by the process of acquirement of professional cooking skills related to satisfaction with duty of hotel cooks according to the development and expansion of the food service industry. First, interaction with colleagues, working environment, accomplishment of duty, satisfaction of duty etc. have a big effect on improvement of cooking skills, that is, acquirement and accumulation of cooking skill. Therefore, it's confirmed that improvement of skill can be promoted if we focus on this kind of factors and meet more positively. Second, field education training should be operated professionally with systematic education training. Third, duty rotation has an effect on skill advancement. It can be interpreted that oppressive feelings caused by ability, skill, knowledge, human relations etc. which is required in new business related to frequent change of the business in one's charge can have an effect on duty satisfaction. It's considered that comprehensive and in-depth study should be accomplished in future concerning duty rotation, field training.

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Simulation Study of Solar Wind Interaction with Lunar Magnetic Fields

  • Choi, Cheong Rim;Dokgo, Kyunghwan;Woo, Chang Ho;Min, Kyoung Wook
    • Journal of Astronomy and Space Sciences
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    • 제37권1호
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    • pp.35-42
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    • 2020
  • Particle-in-cell simulations were performed to understand the interaction of the solar wind with localized magnetic fields on the sunlit surface of the Moon. The results indicated a mini-magnetosphere was formed which had a thin magnetopause with the thickness of the electron skin depth. It was also found that the solar wind penetrated into the cavity of the magnetosphere intermittently rather than in a steady manner. The solar wind that moved around the magnetosphere was observed to hit the surface of the Moon, implying that it may be the cause of the lunar swirl formation on the surface.