• Title/Summary/Keyword: Passing Time

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An Experimental Investigation on the Behavior of Water-Air Two-phase Flows in a Horizontal Pipe (수평관 내 물-공기 이상류 거동에 관한 실험적 연구)

  • Cho, Hanil;Lee, Kyungsu;Lyu, Siwan
    • Journal of the Korean Society of Safety
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    • v.32 no.1
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    • pp.75-81
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    • 2017
  • A series of laboratory experiments has been performed in order to investigate the behavior of water-air two-phase flow in a horizontal pipe. A conductivity meter has been applied to detect the irregular alternation of air at the specific points in flows. The experimental condition has been established according to the water and air flowrates. Passing time, which is the time length for a measuring probe to pass through the entire length of a specific bubble, has been defined to evaluate the size of bubbles in the flow. Passing length, which can be considered as the equivalent value to bubble size and determined from the product of passing time and cross-sectional averaged velocity, and its corresponding occurrence frequency have been analyzed to classify the air flow patterns according to the condition of air and water fluxes. From the result, the dependancy of flow patterns on the variation of air-water flux ratio has been investigated and the existence of thresholds also checked for classifying the behavior of air in the flow.

Analysis of tail flip of the target prawn at the time of penetrating mesh in water flow by tank experiments

  • KIM, Yonghae;GORDON, Malcolm S.
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.52 no.4
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    • pp.308-317
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    • 2016
  • The tail flip of the decapod shrimp is a main feature in escaping behavior from the mesh of the codend in the trawl. The characteristics of tail flip in target prawn was observed and analyzed in a water tunnel in respect of flow condition and mesh penetration by a high speed video camera (500 fps). The tail bending angle or bending time in static water was significantly different than in flow water (0.7 m/s) and resultantly the angular velocity in static water was significantly higher than in flow water when carapace was fixed condition. When escaping through vertical traverse net panel in water flow the relative moving angle and relative passing angle to flow direction during tail flip, it significantly decreases the number of shrimps escaping than the case of blocking shrimp. The bending angles of tail flip between net blocking and passing through mesh were not significantly different while the bending time of shrimp passing through mesh was significantly longer than when shrimp blocking on the net. Accordingly the angular velocity of passing through mesh was significantly slower than blocking on the net although the angular velocity of the tail flip was not significantly related with carapace length. The main feature of tail flip for mesh penetration was considered as smaller diagonal direction as moving and passing angle in relation to net panel as right angle to flow direction rather than the angular velocity of tail flip.

Flowability of High Flowable Concrete with Fly Ash and Lime Powder (플라이 애시와 석회석 미분말을 혼용한 고유동 콘크리트의 유동 특성)

  • Cho Il-Ho;Sung Chan-Yong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.48 no.4
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    • pp.23-30
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    • 2006
  • This study is performed to evaluate flowability of high flowable concrete using ordinary portland cement, crushed coarse aggregate, crushed sand, sea sand, fly ash, lime powder and superplasticizer. The slump flow and air content are increased with increasing the content of lime powder. But, the O-type funneling time and Box-type passing are decreased with increasing the content of lime powder. The slump flow, air content, O-type funneling time, Box-type passing and L-type filling of target compressive strength 21-27 MPa and 35-42 MPa at curing age 28 days are 47-50 cm and 56-60 cm, 4.2-5.5% and 4.0-5.7%, 8-12s and 5-10s, 4.3-5.0 cm and 3.4-5.0 cm, and excellent, respectively. These concrete can be used for high flowable concrete.

Delay Analysis of Urgent Data in the Foundation Fieldbus and Experimental Verification (Foundation Fieldbus에서 긴급데이터의 지연시간 성능해석 및 실험적 검증)

  • 홍승호;손병관
    • Journal of Institute of Control, Robotics and Systems
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    • v.9 no.7
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    • pp.569-576
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    • 2003
  • The data link layer of Foundation Fieldbus provides both token-passing and scheduling services for periodic, time-critical and time-available data. This study developed an analytical model that evaluates the delay performance of urgent data when the data link layer of Foundation Fieldbus provides token-passing service. The validity of analytical model is verified using an experimental model that consists of network interface boards of Foundation Fieldbus. Comparison of analytical and experimental models shows that the analytical model can be utilized in the approximate analysis of the delay characteristics of time-critical data in the Foundation Fieldbus. The analytical model can also be used in the basic design stage of Foundation Fieldbus network system.

Introduction and Performance Analysis of Approximate Message Passing (AMP) for Compressed Sensing Signal Recovery (압축 센싱 신호 복구를 위한 AMP(Approximate Message Passing) 알고리즘 소개 및 성능 분석)

  • Baek, Hyeong-Ho;Kang, Jae-Wook;Kim, Ki-Sun;Lee, Heung-No
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.38C no.11
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    • pp.1029-1043
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    • 2013
  • We introduce Approximate Message Passing (AMP) algorithm which is one of the efficient recovery algorithms in Compressive Sensing (CS) area. Recently, AMP algorithm has gained a lot of attention due to its good performance and yet simple structure. This paper provides not only a understanding of the AMP algorithm but its relationship with a classical (Sum-Product) Message Passing (MP) algorithm. Numerical experiments show that the AMP algorithm outperforms the classical MP algorithms in terms of time and phase transition.

The Rules of Law on Passing of Risk in Contracts for the International Sale of Goods (국제물품매매계약에서 위험이전에 관한 법리)

  • Hong, Sung Kyu
    • THE INTERNATIONAL COMMERCE & LAW REVIEW
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    • v.64
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    • pp.3-37
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    • 2014
  • The purpose of this paper is to examine thoroughly on passing of risk in contracts for the international sale of goods. Articles 66~70 of the CISG contain provisions on passing of risk. Article 66 states the main effect of passing risk to the buyer. Article 67~69 determine the decisive point in time which the risk passes from the seller to the buyer and article 70 attempts to explain the relation between passing of risk and fundamental breach of contract by the seller. As in the case corresponding Incoterms rules, the main issue to be resolved is which party should bear the economic consequences in the event that the goods are accidentally lost, damages or destroyed. Many cases also apply CISG articles 66~70 to contracts in which parties not agree on the use of trade terms such as CIF, CFR, FOB and FCA in Incoterms[R] 2010 Rule that provide for when the risk passes. In order to minimize disputes that may arise under contract, when drawing up a contracts for the international sale of goods, the specifics of agreement should be clearly stipulated. Consequently, the parties of contracts for the international sale of goods should take adequate measures, and it is required to prepare the contracts clearly as the specific terms to prevent and resolve contractual disputes on passing of risk.

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A site-specific CFD study of passing ship effects on multiple moored ships

  • Chen, Hamn-Ching;Chen, Chia-Rong;Huang, Erick T.
    • Ocean Systems Engineering
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    • v.9 no.1
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    • pp.43-77
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    • 2019
  • A local-analytic-based Navier-Stokes solver has been employed in conjunction with a compound ocean structure motion analysis program for time-domain simulation of passing ship effects induced by multiple post-Panamax class ships in the exact condition of a real waterway. The exact seabed bathymetry was reproduced to the utmost precision attainable using the NOAA geophysical database for Virginia Beach, NOAA nautical charts for Hampton Roads and Norfolk harbor, and echo sounding data for the navigation channel and waterfront facilities. A parametric study consists of 112 simulation cases with various combinations of ship lanes, ship speeds, ship heading (inbound or outbound), channel depths, drift angles, and passing ship coupling (in head-on or overtaking encounters) were carried out for two waterfront facilities at NAVSTA Norfolk and Craney Island Fuel Terminal. The present paper provides detailed parametric study results at both locations to investigate the site-specific passing ship effects on the motion responses of ships moored at nearby piers.

Low Cost Hardware Engine of Atomic Pipeline Broadcast Based on Processing Node Status (프로세서 노드 상황을 고려하는 저비용 파이프라인 브로드캐스트 하드웨어 엔진)

  • Park, Jongsu
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.24 no.8
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    • pp.1109-1112
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    • 2020
  • This paper presents a low cost hardware message passing engine of enhanced atomic pipelined broadcast based on processing node status. In this algorithm, the previous atomic pipelined broadcast algorithm is modified to reduce the waiting time until next broadcast communication. For this, the processor change the transmission order of processing nodes based on the nodes' communication channel. Also, the hardware message passing engine architecture of the proposed algorithm is modified to be adopted to multi-core processor. The synthesized logic area of the proposed hardware message passing engine was reduced by about 16%, compared by the pre-existing hardware message passing engine.

Experimental Study of Boundary Layer Transition on an Airfoil Induced by Periodically Passing Wake (I) -A Time-Averaged Characteristic- (주기적 후류 내의 익형 위 천이경계층에 관한 실험적 연구(I) -시간평균된 유동 특성-)

  • Park, Tae-Chun;Jeon, U-Pyeong;Gang, Sin-Hyeong
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.25 no.6
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    • pp.776-785
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    • 2001
  • Hot-wire measurements are performed in boundary layers developing on a NACA0012 airfoil over which wakes pass periodically. The Reynolds number based on chord length of the airfoil is 2$\times$10(sup)5 and the wakes are generated by circular cylinders rotating clockwise and counterclockwise around the airfoil. This paper and its companion Part II describe the phenomena of wake-induced transition of the boundary layers on the airfoil using measured data; phase-and time-averaged streamwise mean velocities, turbulent fluctuations, integral parameters and wall skin frictions. This paper describes the background and facility together with results of time-averaged quantities. Due to the passing wake with mean velocity defects and high turbulence intensities, the laminar boundary layer is periodically disturbed at the upstream station and becomes steady-state transitional boundary layer at the downstream station. The velocity defect in the passing wake changes the local pressure at the leading of the airfoil, significantly affects the time-mean pressure distribution on the airfoil and eventually, has influence on the transition process of the boundary layer.

An Experimental Study on the Blocking Performance Considering Construction Joint of Placement (콘크리트 이어붓기 시공에 있어 차단성에 관한 실험적 연구)

  • 김은호;정덕우;한민철;류현기;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.257-260
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    • 2002
  • This study is intended is to analyze the blocking performance with variation of the gap of bar and kinds of metal lath for construction joint when placing concrete. According to the results, passing ratio of concrete increases with increase of vibrating time. In the case of W/C 50%, when blocking concrete with bar of D10 and D20 which the gap of bar is below 200mm, or metal lath, passing ratio of concrete is below 10%, so blocking performance is favorable. In the case of W/B 30%, while concrete does not flow out without vibration at slump 21mm, concrete flows out at some degree before vibration at slump flow 65mm and then, as 5 seconds passes after first vibration, final passing ratio shows about 85~90%. When blocking concrete by bar D10 of the gap 20mm, bar D20 of the gap 10mm and metal lath, it is thought that concrete can be blocked effectively because final passing ratio is below 10%.

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