• Title/Summary/Keyword: 역류 현상

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A Study on the Reversal Flow Time due to Blackout (펌프장 정전시 역류발생시간에 관한 연구)

  • Park, Jong-Ho;Park, Han-Yung
    • The KSFM Journal of Fluid Machinery
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    • v.14 no.6
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    • pp.26-34
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    • 2011
  • Waterhammer and slamming phenomena can occur when power is cut off due to reversal flow in pipeline and sudden close of check valve. Therefore analysis of reversal flow time, which means the time of reversal flow in pipeline due to pumping station blackout, is needed to protect facilities from waterhammer economically and efficiently. However systematic study on reversal flow time has not been done yet. So theory of reversal flow time analysis is proposed and verified with experiment using several parameters like pump specific speed, motor pole number, and characteristic curve of pipeline in this study.

Effect of Unilateral Renal Perfusion of Cyclosporine and Mitomycin on Rat's Kidney (Cyclosporine과 Mitomycin의 일측성 신관류로 초래되는 백서 신병변에 관한 연구)

  • Baek Seung In;Lim Hyun Suk;Shin Weon Hye;Ko Cheol Woo;Koo Ja Hoon;Kwak Jung Sik
    • Childhood Kidney Diseases
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    • v.2 no.2
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    • pp.138-144
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    • 1998
  • Purpose : The use of cyclosporine and mitomycin in various immunologic or neoplastic disorders has been known to cause wide-ranged nephrotoxic effects including thrombotic microangiopathy. However, the mechanism of nephrotoxicity of these drugs has not been studied adequately, so that present experimental study has been undertaken to find out whether these drugs can cause direct damage to the kidney and to clarify the pathogenetic mechanism of nephrotoxic effect of these drugs. Materials and methods : Sprague-Dawley rats weighing 250-300 gm were used for experimental animals and unilateral renal perfusion technique, modified from the method described by Hoyer et al was used. Isolation of left kidney from systemic circulation was made by clamping aorta and left renal vein and a hole was punctured in the anterior wall of the left renal vein. Cyclosporine (2.5 mg in 4 ml solution) and mitomycin (1.6 mg in 4ml solution) were infused through left renal artery and normal saline was used in control rats. Forty-eight hours after infusion of the drugs, animals were sacrificed and left kidney removed and processed for histologic examination. Total ischemic time of left kidney was less than 15 minutes: Results : Cyclosporine-perfused group showed severe swelling of glomerular endothelial ceil along with swelling of glomerular epithelial cell and interstitial vascular endothelial cell. Mitomycin-perfused group also showed severe swelling of glomerular endothelial and epithelial cells. And in addition to these findings, they demonstrated platelets aggregation, swelling and degranulation of platelets and fibrin accumulation in some of the capillaries, indicating occurrance of thrombotic microangiopathy. Conclusion : present experiment indicates that cyclosporine and mitomycin can cause direct toxic injury to renal endothelial cell. And this direct toxic damage to endothelial cell seems to be an important initiating event for the development of thrombotic microangiopathy.

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Simulation of Velocity Distribution in the Lake "Paldang" using the RMA-2 Model (수리모형(RMA-2)을 이용한 팔당호의 유속분포 모의실험)

  • Shin, Dong-Seok;Kwun, Soon-Kuk
    • Korean Journal of Environmental Agriculture
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    • v.18 no.1
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    • pp.18-23
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    • 1999
  • A numerical model of flow velocity in the standing water system is presented. This model(RMA-2), based on the 2-dimensional unsteady momentum and continuity equations, uses finite element techniques to simulate the distribution of velocity over a spatial location of lakes. The present model represents an improvement over existing numerical water quality models in that it can model the unsteady state and can, therefore, cope with time with a spatial location of standing waters such as lakes and large reservoirs. The model thus allows the engineer to do more accurate estimation of water flows and thus water qualities in standing waters where directions and velocities of the flow become more important for the simulation of the water quality than in running waters. Tests for the data collected in the lake "Paldang" indicates that the model works well under limited circumstances. However, to be more accurate estimation of velocity with the present model, accumulation of data for the measurement of velocities and renovation of geometrical conditions of the lake would be needed.

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A Study on the Development of Grating Structure for Drain of Water (도로 배수용 그레이팅 구조의 개선에 관한 연구)

  • Kim Key-Sun;Lee Eun-Jong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.7 no.4
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    • pp.531-538
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    • 2006
  • Grating is an installed structure on the road for drain. This paper proposes a new product which can prevent the accumulation of earth and sand through the improvement of Grating structure. There were usually harmful insects and bad smell because of accumulated garbage in the frame of previous product. The product had a reverse-flowing sewage due to the bad draining in case of rain. The whole thing of the existing Grating installed with the one set of frame and main body should be changed when it was damaged. This study is to develop a structure which can separate grating main body from frame and grating main body can equip and separate after fixing frame to the manhole with cement. also install jig for the loss prevention and change for the better.

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Transient Analysis of the CANDU-9 480/SEU Reactor (CANDU-9 480/ SEU 원자로의 과도변화해석)

  • J. C. Shin;Park, J. H.;K. N. Han;H. C. Suk
    • Nuclear Engineering and Technology
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    • v.27 no.5
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    • pp.687-700
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    • 1995
  • The thermal-hydraulic transient analysis of the proposed CANDU-9 plant was peformed. Several major transients ore analyzed if they meet the heat transport system design requirements. The proposed heat transport system configuration and the preliminary sizes of system equipment are justified by analysis in terms of the fuel integrity and the high system pressure limit during transients. The compliance with AECB R-77 requirements for CANDU-9 reactor was estimated. The analysis results showed that for each postulated accident the peak pressure values in the reactor headers are within the acceptance criteria given in ASME code requirements and the fuel overheating is prevented. One pump start-up during the reactor start-up operation was analyzed to investigate the How reversal through the fuel channel, which is specific in the proposed CANDU-9 plant.

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A Study on the Development of Grating Frame for Drain Water on Road (배수용 그레이팅 프레임의 개선에 관한 연구)

  • Lee, Eun-Jong;Kim, Key-Sun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.8 no.4
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    • pp.713-720
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    • 2007
  • Grating is an installed structure on the road for drain. This paper proposes a new product which can prevent the accumulation of earth and sand through the improvement of Grating structure. There were usually harmful insects and bad smell because of accumulated garbage in the frame of previous product. The whole thing of the existing. This study is to separate grating from body. Also body structure consists of frame and box for collecting sewage. Thus, earth and sewage are prevented from accumulating in the drain main hole. The contents of this study is designed safely after structure analysis and vibration shape analysis about new products.

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Traffic Analysis Model for Exit Ramp Congestion at Urban Freeway (고속도로 진출램프 대기행렬 발생 현상 분석모형 개발)

  • Jeon, Jae-Hyeon;Kim, Young-Chan
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.9 no.3
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    • pp.30-40
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    • 2010
  • The freeway congestion is largely generated by a mainline spillover of the exit ramp queue. So it is necessary to study for modeling of the phenomenon and applying the model. In this study, the authors evaluated applicability of the Supply-Demand model, which can express traffic flow for the freeway by applying flexibly supply and demand curves for capacity of the freeway. First the authors proposed methods processing input data required in the Supply-Demand model, such as sending & receiving functions and time-varying capacity constraints for the freeway mainline. After modeling the Supply-Demand application model, the authors applied the model to the site including congested Hongeun exit ramp in Seoul Ring-road, and improved the model by adjusting application techniques and calibrating parameters. The result of the analysis showed that the Supply-Demand model yielded a queuing pattern and queue location similar to them observed in the field data, and applicability of the Supply-Demand model was varified.

Characteristics of Air Egress Velocity in Vestibule Pressurization System Using the Fire Dynamics Simulator (FDS를 이용한 특별피난계단 부속실 제연설비의 방연풍속 기류특성)

  • Ryu, Sung-Ho;Lee, Su-Kyung;Hong, Dae-Hwa;Choi, Keum-Ran
    • Fire Science and Engineering
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    • v.24 no.6
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    • pp.153-159
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    • 2010
  • In this study, we confirmed the fact that air egress velocity of pressure differential system installed at vestibule of smokeproof stairway in domestic high-rise building becomes back-flow to stair-lobby at upper vestibule. Rather it do not back-flow to the livingroom. when fire occur and the door opens to escape from fire zone. so we carry out actual and computational fluid dynamics measurement. In the case upward 45 gradient of supply damper's blade, The simulation results that air flow of upper vestible is steady but back-flow phenomenon occurred at the bottom. However, in the case of $4m^2$, direction of the flow was ideal to living room. If a vestibule’s area is smaller, it must be designed and built according to performance-based design.

Hydraulic and Numerical Model Experiments of Circulation Water Intake for Boryeong Thermal Power Plant No. 7 and No. 8 (보령화력발전소 7·8호기 순환수 취수에 대한 수리 및 수치모형실험)

  • Yi, Yong-Kon;Cheong, Sang Hwa;Kim, Chang Wan;Kim, Jong Gang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.5B
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    • pp.459-467
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    • 2006
  • In this study, hydraulic and numerical model experiments were performed to analyze and improve the effects of flow-rate increase in the intake canal of Boryeong Thermal Power Plants on the flow condition in the circulation water pump (CWP) chambers. Based on the numerical simulation results, when the flow-rate increased in the circulation water intake canal, the velocity in the canal and vertical vorticities in the circulation water pump chambers increased and hence the vortex occurrence potential would be greatly increased. It was found by performing hydraulic model experiments that the velocity distribution near the bottom in the inlet of the circulation water pump chambers was highly non-uniform while the velocity distribution near the water surface was nearly uniform. To reduce the non-uniformity in the velocity distribution, triangular flow deflectors were devised. The installation of the flow deflectors in the inlet of circulation water pump chambers was successfully to reduce velocity non-uniformities and to remove flow reversal problems.

Investigation on the Stage-Discharge Relation in Inclined Spiral Intake for the Various Inclination (유입구 경사 변화에 따른 나선식 종경사형 유입구 수위-유량 관계 검토)

  • Rhee, Dong-Sop;Kim, Chang-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.1903-1907
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    • 2009
  • 최근 도입 필요성이 계속하여 높아지고 있는 지하방수로 유입구로는 유입구 효율과 성능으로 인하여 와류식 유입구가 많이 적용되고 있다. 그 중 나선식 유입구(spiral intake)는 가장 일반적으로 사용되는 형식으로 초기에 활용되었던 원형 유입구(circular intake)를 대신하여 사용되는 형식이다. 형태적인 복잡성에 도 불구하고 형식상의 특성으로 인하여 와류(vortex)를 안정적으로 형성시키기 때문에 많이 사용되고 있다. 나선식 지하방수로 유입구가 사용되는 가장 큰 이유는 유입구 내부에서도 수위가 안정적으로 유지되며, 유입 유량에 따른 수위의 변화가 다른 유입구 형식에 비하여 비교적 안정적으로 예측 가능하기 때문이며, 만약 지하방수로 유입구 내부에서 수위가 안정적으로 유지되지 못하고 도수 현상 등에 의한 수위 상승 현상 등이 발생하는 경우 지하방수로 내부로 안정적으로 유량을 배제하는 것이 어려워지고, 또한 도수 현상이 발생하는 동안 과도한 유량이 유입될 경우 다시 본류로 흐름이 역류할 가능성도 생각할 수 있다. 따라서 유입구 형상에 따른 수위의 변화를 정확히 예측하는 것이 매우 중요해 진다. 본 연구에서 검토될 나선식 종경사형 유입구(inclined spiral intake)는 일정한 바닥 경사를 도입하여 사류 흐름을 보다 안정적으로 가속시켜 유입구 내부에서의 도수 현상을 방지하는 형식으로 유입구 바닥의 외측 또는 중앙선을 따라서 일정한 경사를 주어 사류 유입 흐름을 안정적으로 유도함으로서 유량 배제 효율을 높인 형태라 할 수 있다. 본 연구에서는 유입구 외측을 기준으로 일정한 경사(5.0 %, 7.5 %, 10.0%, 12.5%)를 가진 나선식 종경사형 유입구 모형을 제작하여 유입 유량 변화에 따른 유입구 내부에서 수위-유량관계를 확인하였다

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