• 제목/요약/키워드: Hydraulic structure

검색결과 816건 처리시간 0.03초

수중구조물과 방파제 간의 거리변화에 따른 수리 특성 실험 (Hydraulic experiments on change of intervals between submerged structure and breakwater)

  • 박승현;박진호;조용식
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2007년도 정기총회 및 학술발표대회
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    • pp.168-171
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    • 2007
  • The stability of a typical rubble mound breakwater defenced by a submerged structure is investigated using hydraulic experiments. Incident irregular waves are obtained from the Bretschneider-Mistuyasu spectrum. Experiments are carried out for different spacings between two breakwaters (X/d=2-3) and for different relative widths (B/h=0.7-3.0) of the submerged structure. It is observed that a submerged structure of (B/h) of 0.7-3.0 constructed at a seaward distance (X/d) of 2-3 breaks all the incident waves and dissipates energy and breakwater.

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수리구조물에 의한 흐름 및 하상변동 연구- 강정고령보를 중심으로 - (Analysis of Flow and Bed Changes by Hydraulic Structure using CCHE2D: Focusing on Gangjeong-Goryeong Weir)

  • 안정민;정강영;신동석;류시완
    • 한국습지학회지
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    • 제19권2호
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    • pp.181-192
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    • 2017
  • 침식 및 퇴적과 관련된 수치모형을 이용한 분석은 하천에 존재하는 보와 같은 수리구조물들의 유사이송을 연구하는데 중요한 요소이다. 본 연구에서는 다기능보들의 효과적인 운영을 위하여 낙동강수계에 위치해 있는 강정고령보를 대상으로 하상변동을 예측하였다. 2차원 모형은 CCHE2D를 이용하여 유사이송이 지배적으로 발생하는 다기능보 상 하류 구간 25km를 대상으로 침식과 퇴적에 대한 모의를 수행하였다. 2006년 태풍 "에위니아"사상을 대상으로 모형을 검 보정 하였으며, 모의결과와 관측값의 비교를 통하여 전체 모의구간에서 신뢰성 있는 결과가 도출되었다. 강정고령보가 건설된 이후 태풍사상에 의한 하상변동은 가동보 구간에서 상당히 증가하는 것으로 나타났고 하상변동은 유사의 재분배를 야기하였다.

교좌장치 겸용 웨지잭을 이용한 교좌장치 보수공법 (Technique for Bridge Bearing Retrofit Using Wedge-Jack)

  • 백동명;유문식;임진석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.837-843
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    • 1999
  • A common hydraulic jack using brdige retrofit has a problem of increasing cost and time of construction to construct additionally temporary bent or concrete bracket, in case of insufficiency work space and release hydraulic pressure. To solve the problem, this technique is developed to alternate the bridge bearing in adequate inspection condition. After control maximum lift-height and minimum lift-force of no damage to super structure, the constructive technique is to alternate and repair the bridge bearing using the wedge jack with bridge bearing ability that is no release hydraulic pressure stopper, and able to reuse separable cylinder.

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유압식 조향장치 신뢰성 평가 기준개발

  • 김형의;정동수;이용범;이근호;강보식;윤소남;성백주;김도식;조정대
    • 한국신뢰성학회:학술대회논문집
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    • 한국신뢰성학회 2000년도 추계학술대회
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    • pp.87-95
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    • 2000
  • The testing product is the HSU(Hydrostatic Steering Unit) installed in the armored vehicle which has the compact structure of assembly with hydraulic pump, hydraulic motor, and several hydraulic valves. There are no assesment testing code for HSU within a country because the testing code for HUS is not involved in the technical concert from USA. Therefore the testing code is developed by the dynamic analysis of the armored vehicle. By the developed testing code, the test equipment is designed, manufactured, and used to apply the assesment test.

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A Novel Direct Instantaneous Pressure Control of Hydraulic Pump System with SR Drive

  • Liang, Jianing;Kim, Tae-Hyoung;Lee, Dong-Hee;Ahn, Jin-Woo
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2007년도 하계학술대회 논문집
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    • pp.208-210
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    • 2007
  • This paper proposes a novel direct instantaneous pressure control(DIPC) of hydraulic pump system with SR drive. And it has very simple control structure, because it doesn’t use any speed and torque control for adjusting pump pressure. The hysteresis band of pressure and proper switching rules can make the actual pump pressure to be constant with fast dynamic response. Therefore, the proposed DIPC method can control of hydraulic pump pressure steadily with fast dynamic response.

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수축공극크기분포를 이용한 지반의 수리학적 물성치 산정 (Estimating Hydraulic Properties of Soil from Constriction-pore Size Distribution)

  • 신호성
    • 한국지반공학회논문집
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    • 제38권3호
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    • pp.27-34
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    • 2022
  • 지반내 물의 흐름은 입자 사이의 공극 분포에 의존하므로 입자의 크기를 이용한 수리학적 물성치의 예측은 정확도가 낮다. 본 논문은 Silveria의 방법을 이용하여 입도분포곡선으로부터 수축 공극크기분포를 산정하고, 포화-불포화 수리학적 물성치를 산정하는 방법을 제시하였다. 입도분포가 양호한 흙은 단봉의 공극크기분포를 보이고, 입도분포가 불량한 흙은 쌍봉의 공극크기분포를 보였다. 공극크기분포를 이용한 이론적 포화투수계수 모델식 중에서 Marshall 모델이 실내실험결과와 가장 부합되었다. 불포화토 수리해석에 필요한 함수특성곡선과 불포화투수계수에 대한 모델식을 공극크기분포를 이용하여 제안하였다. 개발된 모델식을 다양한 흙에 적용하여 수리학적 물성치의 예측에 적합한 모델을 선정하는 지속적인 연구가 필요하다.

5,200톤 재하 시험장비의 성능 검증에 관한 연구 (A Study on the Performance Certification of 5,200ton Compression Load Tester)

  • 김광영;최영호;함영복;최병오;이동하
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 추계학술대회논문집A
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    • pp.149-154
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    • 2001
  • In case of high capacity load force as millions of tons, it is difficult to measure the force with load cell. But we can measure and calculate the force with applied pressure and ram area of hydraulic jack. The 5,200 ton compression load tester is composed of thirteen hydraulic jack with 400 ton capacity. This paper explains the method of measuring the vertical compression load and provides characteristics of unit jack, and displacement of upper structure under maximum load condition.

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서변 가압장에서 수격현상 완화에 대한 연구 (Simulation of Water Hammer Mitigation at Seobyun Pumping Station)

  • 김상현;박남식;정봉석;이동훈
    • 상하수도학회지
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    • 제13권2호
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    • pp.95-104
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    • 1999
  • A simulation of water hammer, introduced by abruptly varied motion of a pumping machine, was performed at a one of typical pumping station in Korea. Impact of hydraulic structure such as check valve, pressure relief valve and air valve in mitigating water hammer effect was estimated gradually. Method of characteristic was employed for the effective calculation of discharge and head. The relationship between various hydraulic structures and flow was properly integrated on the base of the method of characteristic. The methodology in this approach can provide significant contribution in decision making procedure for the design of hydraulic structure at a typical pumping station in Korea.

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자연형 호안공법의 그라스콘의 수리모형실험 및 수치해석 연구 (Hydraulic Model Test and Numerical Analysis of Grass Concrete in River Environment)

  • 장석환;박성범;박상우
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2007년도 학술발표회 논문집
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    • pp.1244-1248
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    • 2007
  • This study aims at investigating the in situ applying grass concrete system in river environments which widely used nowadays and reviewing the effect and flow resistance for grass concrete structure through the physical experiments by hydraulic model test and developing application method in river bed which has rigid flood resistance. Grass concrete structure has been independently tested under high velocity flow under the super critical condition, as well as sud critical flow measuring velocity and water surface elevation along the cross section. This results shows grass concrete system is also suited to use in aggressive river environments such as repairing a flood damaged embankment that had placed at risk the adjacent drainage channel with vegetation.

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A Special Pre-Service-Inspection Using Radiographic Testing(RT) for Brazing Fitting Uused in Aircraft Hydraulic System

  • Kim, Gyu-Ho
    • 비파괴검사학회지
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    • 제30권3호
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    • pp.271-281
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    • 2010
  • Brazing fitting which is one of the aircraft hydraulic power system components is widely used for saving weight and achieving higher reliability. Any inherent defects or damage of fitting can cause system failure and/or physical damage of human body due to highly pressurized fluid. Radiographic testing(RT) technique and additional micro-structure investigation on cut-away surfaces have been accomplished to find out some defect-like-inhomogeneity in the fittings. The radiography results showed that some defect-like-inhomogeneity existed inside body. Additional micro-structure investigation on cut-away surface reveals that the inhomogeneity is due to internal voids. In this study, it can be is said that RT technique can be a useful tool for field acceptance test of hydraulic brazing fitting in short time.