• Title/Summary/Keyword: Internal hydraulic modeling

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Numerical modeling of wave run-up and internal setup on and in permeable coastal structures (투과성해안구조물의 소상파 및 내부수위변동에 관한 수치모델링)

  • 남인식;윤한삼;김종욱;류청로
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2001.05a
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    • pp.172-179
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    • 2001
  • A numelical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal flow field of the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Orean Hydraulics in PKNU. Good agreement were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

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Modeling and Analysis of the Dynamic Characteristics of Pipe Supporting Hydraulic Snubber in Electric Power Plant (발전소 배관지지용 유압완충기의 동특성 모델링 해석)

  • 이재천;황태영
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1997.10a
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    • pp.87-91
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    • 1997
  • This paper presents the modeling and analysis of dynamic characteristics of hydraulic snubber in electric power plant. The nonlinear state equations of 9th order to describe the dynamics of the snubber was established by Sirnulink. The simulation results show that the hydraulic snubber reacts as like the conventional shock absolvers to the high pulse shock load. The snubber also shows the peculiar characteristics to the small step load, which are temporary locking displacements of control valves and same steady-state pressures of all internal chambers in the snubber.

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Numerical Modeling of Wave Run-up and Internal Set-up on and in Permeable Coastal Structures (투과성 해안구조물의 소상파 및 내부수위변동에 관한 수치모델링)

  • 남인식;김종욱;류청로
    • Journal of Ocean Engineering and Technology
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    • v.16 no.5
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    • pp.34-40
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    • 2002
  • A numerical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal four field the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Ocean Hydraulics in PKNU. Better aggrements were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

Verification and Hydraulic Model Development of 3rd Generation Piezo Injector for CRDi System in Passenger Vehicle (승용CRDi용 3세대 피에조 인젝터 유압해석모델 개발 및 검증)

  • Jo, Insu;Jeong, Myoungchul;Lee, Jinwook
    • Transactions of the Korean Society of Automotive Engineers
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    • v.21 no.4
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    • pp.181-187
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    • 2013
  • Performance of DI diesel engine with high fuel injection method is directly related to its emission characteristics and fuel consumption. In this study, numerical model of 3rd generation piezo-driven injector was designed to analyze the hydraulic performance. Also the injection response characteristics was investigated by using the AMESim simulation code. From this study, it was shown that 3rd generation piezo-driven injector had a faster response and had better control capability due to its hydraulic bypass-circuit that has potential to higher hydraulic characteristics and improved accuracy of injected fuel quantity.

The Inundation Simulation for Inland by River Hydraulic Structures (하천 수리구조물에 의한 제내지 침수모의)

  • Choo, Tai-Ho;Yoon, Hyeon-Cheol;Noh, Hyun-Suk;Yun, Gwan-Seon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.4
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    • pp.2460-2468
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    • 2014
  • A local rain that is concentrated in specific area in a short time frequently occurs due to recent abnormal weather. To prevent potential flood disasters, therefore, it is necessary to be established to the flood control system. Checking the river design standard, however, hydrologic design frequency of water gate is only marked as over 20 years, so this fact shows that the standard is unclear. The inland inundation modeling considering the stage in a river and quantitative assessment are required to reduce flood damage. The simulation for internal inundation is very complex and is time-consuming due to considering hydraulic hydrology characteristics at the same time. Using the already established river master plan, consequently, this study proposed the simple and convenient method for assessment of the internal inundation simulation. Using the proposed method in the upper and middle regions of a river, influences for design frequency or water gate location were assessed by applying the nine probability precipitation with design frequency and by targeting the water gates which are installed in five inlands.

On the Analysis of Dynamic Characteristics of Pipe Supporting Hydraulic Snubber in Electric Power Plant with State-space Model and Impulse Testing (상태공간 모델과 임펄스 시험에 의한 발전소 배관지지용 유압완충기의 동특성 해석)

  • Lee, Jae-Cheon;Im, Mun-Hyeok;Hwang, Tae-Yeong
    • Journal of the Korean Society for Precision Engineering
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    • v.19 no.10
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    • pp.130-138
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    • 2002
  • This paper presents the modeling and analysis of dynamic characteristics of hydraulic snubber in electric power plant. The nonlinear state-space model of 14th order to describe the dynamics of the snubber was established by Simulink. The simulation results show that the hydraulic snubber reacts as like the conventional shock absorbers against the high pulse shock load. The snubber also shows the peculiar characteristics to the small step load, which temporarily lock the control valves up, however maintain same steady-state pressures of all internal chambers in the long run. Two case studies for the analysis of the snubber were addressed. Practical pulse testing method was also proposed to identify the frequency response characteristics of the snubber.

On the Analysis of Dynamic Characteristics of Pipe Supporting Hydraulic Snubber in Electric Power Plant with State-space Model and Impulse Testing (상태공간 모델과 임펄스 시험에 의한 발전소 배관지지용 유압완충기의 동특성 해석)

  • Lee, Jae-Cheon;Hwang, Tae-Yeong
    • 연구논문집
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    • s.31
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    • pp.89-99
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    • 2001
  • This paper presents the modeling and analysis of dynamic characteristics of hydraulic snubber in electric power plant. The nonlinear state-space model of 14th order to describe the dynamics of the snubber was established by Simulink. The simulation results show that the hydraulic snubber reacts as like the conventional shock absolvers against the high pulse shock load. The snubber also shows the peculiar characteristics to the small step load, which temporarily lock the control valves up, however maintain same steady-state pressures of all internal chambers in the long run. Two case studies for the analysis of the snubber are addressed. Practical pulse testing method was also proposed to identify the frequency response of the snubber.

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NEW MODELING AND CONTROL OF AN ASYMMETRIC HYDRAULIC ACTIVE SUSPENSION SYSTEM

  • Kim, Wanil;Sangchul Won
    • 제어로봇시스템학회:학술대회논문집
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    • 1998.10a
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    • pp.490-495
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    • 1998
  • In this paper an asymmetric hydraulic actuator which consists of single acting cylinder and servo valve is modeled for a quarter car active suspension system. This model regards the force as an internal state rather than a control input. The control input of the model is the sum of oil flows that pass through the valve's orifices. The resulting dynamic equation in the state space ap-pears a feedback connection of a nominal linear time in-variant term with a nonlinear bounded uncertain block. Since this model makes it possible to eliminate the force control phase, analysis and controller design are made straightforward and simple. Well known LQR method is then applied. Simulation and test rig experiment show the effectiveness of this approach in modeling and control.

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Study on the Decision of Watergate Stage Using Inundation Simulation for Inland (내수침수모의를 통한 배수문 높이결정에 관한 연구)

  • Choo, Tai Ho;Yun, Gwan Seon;Yoon, Hyeon Cheol
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.2
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    • pp.1149-1156
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    • 2014
  • In order to reduce flood damages, there should demand an appropriate design such as enlarging a bank, dredging a river bottom, building a hydraulic structure and so on. The installation locations about the Watergate are listed of the seven provisions in the river design standard, but it is not detailed. In order to compute proper place considering landuse and basin characteristics of inlands, internal inundation modeling that should be performed is regarded with quantitative evaluation. Anyway, that is very complex and taking a long time because that has to consider hydraulic and hydrologic characteristics. In the current study, therefore, the simple and convenient method for internal inundation modeling was proposed to overview the Watergate location.