• Title/Summary/Keyword: Hydraulic test pressure

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Management of Test Facility for Tests of Liquid Rocket Engine on Off-Design Condition (액체로켓엔진 탈설계 조건 시험을 위한 시험설비 운용)

  • Yu, Byungil;Kim, Hongjip;Han, Yeongmin
    • Journal of Aerospace System Engineering
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    • v.14 no.5
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    • pp.91-99
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    • 2020
  • A liquid rocket engine goes through many tests to prove its performance before liftoff. It means the tests for setting ignition and start-up conditions or a test on design condition, which verifies the design performance. However, the development process requires verification of performance under off-design conditions through tests involving different operating conditions, which affects the duration of engine development. The off-design performance test is performed by altering the conditions of the propellant supplied to the engine in conjunction with the engine performance test that varies the opening of the control valves in the engine. This paper is based on the results of the engine tests performed at the KSLV-II engine test facilities in the Naro Space Center and describes the operations of the test facility for off-design condition test that changes the inlet conditions of the turbo-pump due to changes in the pressure and temperature of the propellant supplied to the test engines.

Development of the 80-kW Test Tractor for Load Measurement of Agricultural Operations (농작업 부하 계측을 위한 80kW급 계측 트랙터 개발 및 검증)

  • Cho, Seung-Je;Kim, Jeong-Gil;Park, Jin-Sun;Kim, Yeon-Soo;Lee, Dongkeun
    • Journal of Drive and Control
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    • v.19 no.4
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    • pp.46-53
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    • 2022
  • RIn this study, a test tractor that could measure various types of agricultural operational loads was developed, and its performance was verified. This tractor could be used to measure the load generated during agricultural work and convert the related data into a database. A test tractor was developed using an 80-kW-rated load tractor, and it could measure various types of field test data, such as engine torque and rpm, wheel torque, PTO(power take-off) torque, hexometer, IMU/INS sensor, steering angle sensor, hydraulic pressure, and flow sensor data. To verify the developed test tractor, a verification test using an agriculture rotavator was performed. The test conditions were L1, L2, and L3 based on the tractor's main and sub-transmission stages, and stages 1 and 2 were selected as the PTO. In a comparison of the analyzed test data, similar tendencies in the test results of this research and other research (Kim's research) were seen. Through this, the developed test tractor was verified. In the future, we plan to conduct research on the tractor developed in this study using various attached working machines.

A Study on the Field Application of Automatic Grouting System (자동화 그라우팅 기법의 현장적용성에 관한 연구)

  • Do, Jongnam;Park, Junghwan;Choi, Dongchan;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.1
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    • pp.63-74
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    • 2012
  • In Korea, grouting has been mostly designed and constructed by experiences without expert knowledge and theoretical study. So there are a lot of problems related to the quality and safty of grouting. Therefor, in this paper the quality management skills and method were discussed through out by using the auto-grouting method and field test of grouting for the construction. Through the limit water injection test of the soil, it make the optimum injection pressure and injection speed of grouting, and through the lugeon test of the rock, it make assess the permeability of before and after grouting. In order to prevent the hydraulic fracture of soil and break away from the grouts if it apply four kinds of mode of grouting stop criteria, injection effects can be improved. From the above characteristcs designers evalute the fitness values of injection pressure(p), injection speed(q) and grouting penetration time(t). So far, to record and manage pressure(p) and speed(q) of grouting autographic devices such as intergation flow-meter usually record data in a roll of paper. Intergration flow-meter can record grouting flow quantity exactly, but the recorded pressures differ from the any basis such as intitial, intermediate and final point. Therefore, it has been argued that is a need of reliable method to describe the connection between the pressure recorded by an intergration flow-meter and the special properties of the grouting target ground. auto-grouting method can describe the reliable connection between the grouting pressure and the special properties of the grouting target ground. So, in this paper by using auto-grouting method, it is expected that to secure basis of quality control techniques construction.

Water Tests of Fuel Pump for 75-ton Class Liquid Rocket Engine (75톤급 액체로켓엔진용 연료펌프의 수류시험)

  • Kim, Dae-Jin;Choi, Chang-Ho;Hong, Soon-Sam;Kwak, Hyun-D.;Kim, Jin-Han
    • The KSFM Journal of Fluid Machinery
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    • v.14 no.1
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    • pp.61-65
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    • 2011
  • A series of water tests of a fuel pump for liquid rocket engines are performed at a room temperature. According to the test results, the head coefficient of the pump follows the conventional similarity rule - unlike this, the pump shows better efficiency with higher rotational speed. Also, it is found that the pressure at the rear bearing outlet is higher than expected because the inlet of bypass pipe line is narrow. Furthermore, the cavitation performance of the fuel pump is found to be sufficient for the engine operation and is better at the lower flow ratio and higher rotational speed.

A Study on the Variation of the Surface and Groundwater Flow System related to the Tunnel Excavation in DONGHAE Mine Area(l)-Concern on Hydrological and Rock Hydraulic Approach (동해신광산 터널굴착공사와 관련된 지표수 및 지하수의 유동변화에 대한 조사연구(l)-수문학 및 암반수리학적 접근을 중심으로)

  • 이희근;전효택;이종운;이대혁;류동우;오석영
    • Tunnel and Underground Space
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    • v.5 no.4
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    • pp.347-362
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    • 1995
  • The purpose of this study was that manage effectively the excavation process of the transport tunnel in DONGHAE mine area by investigating the variationof the surface and groundwater flow system around the tunnel and neighbouring villages. Thus, the effect of excavation and water-prrofing process on the water system has been studied through the naked eye survey of the tunnel and the surface outcrop, joint survey, core drilling, the measurement of the surface water quantity, evapotranspiration and precipitation analysis, rock hydraulics approach, the pressure test of boreholes, the variation of the water level, and finally the numerical analysis. From above approachs, we derived the conclusion that the exhaustion of the surface water was not caused by the tunnel excavation on the groundwater system was minimized by effective water proofing process.

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A Safety Plan for the Pumping Station by Hydraulic Transient Analysis and Demonstration (과도수리현상 해석과 실증을 통한 펌프장 안정성 확보방안)

  • Ra, Beyong-pil;Kim, Jin-min;Lee, Dong-keun;Park, Jong-ho;Kim, Kyung-yup
    • The KSFM Journal of Fluid Machinery
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    • v.8 no.5 s.32
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    • pp.22-28
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    • 2005
  • As the water supply facilities are recently getting larger, the domestic waterworks become multi-regional water supply system. Large water supply facilities generally consist of the intake pumping station, water treatment plant and water supply/distribution facilities. Although the pumping stations and the pipeline systems are used to pump up water, it often happens pipeline damage and flooding accident by the water hammer. In this paper, the intake pumping station is guaranteed by both the computer simulation and the field test analysis. This study is contributed to the safe operation program for the pumping station in which results of the adjustment on the safety plan of the pumping station, the air valve and the valve closing time.

Flow Boiling Heat Transfer in a Horizontal Rectangular Microchannel (수평 사각 마이크로채널 내에서의 유동 비등 열전달)

  • Huh, Cheol;Kim, Moo-Hwan
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.30 no.11 s.254
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    • pp.1043-1050
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    • 2006
  • An experimental investigation was performed to study flow boiling heat transfer of deionized water in a microchannel. Measurement and evaluation of boiling heat transfer coefficients were carried out using a single horizontal rectangular microchannel having a hydraulic diameter of $100{\mu}m$. Tests were performed for mass fluxes of 90, 169 and 267 $kg/m^2$s and heat fluxes of 200-700 $kW/m^2$. Test results showed that the measured boiling heat transfer coefficients had no dependence on mass flux and vapor quality. Most macro-channel correlations of boiling heat transfer coefficient did not provide reliable predictions.

Two-Phase Flow Patterns of $CO_{2}$ in a Heated Narrow Rectangular Channel (미세사각채널에서 $CO_{2}$의 이상유동 양식에 관한 연구)

  • Kim Yongchan;Yun Rin;Chung Jin Taek
    • Journal of the Korean Society of Visualization
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    • v.2 no.2
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    • pp.66-72
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    • 2004
  • The heat transfer and pressure drop characteristics of $CO_{2}$ are substantially different from those for CFC and HCFC refrigerants. In addition, geometric effects on two-phase flow patterns of $CO_{2}$ are also very significant in many respects. Therefore, two-phase flow patterns of $CO_{2}$ in a narrow rectangular channel or a small diameter tube whose gap size or hydraulic diameter is less than 2 mm are very important to understand heat transfer characteristics and to develop an appropriate heat transfer correlation. In the present study, the evaporation process of $CO_{2}$ in a narrow rectangular channel is visualized at various test conditions, and then the effects of operating conditions are analyzed.

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Waterhammer for In-line Booster Pump (직결식 펌프의 수격현상)

  • Kim, Sang-Gyun;Lee, Gye-Bok;Kim, Kyung-Yup
    • The KSFM Journal of Fluid Machinery
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    • v.8 no.6 s.33
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    • pp.7-14
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    • 2005
  • The waterhammer occur when the pumps are started or stopped for the operation or tripped due to the power failure, and the hydraulic transients take place as a result of the sudden change in velocity. Several times, the field tests of the waterhammer were carried out for Pangyo booster pumping station. Pangyo pumping station was installed with the booster pumps of 6 sets and the in-line pumps of 2 sets. The in-line pumps are additionally needed to the surge suppression device so that the pumping station acquire the safety and reliability for the pressure surge.

Geotextiles Horizontal Drain between Earth Fills and Natural Soft Ground (토목섬유를 사용한 무처리 연약지반과 성토사이의 수평배수층)

  • Lee, Hyoung-Kyu;Kong, Kil-Yong;Kim, Hyun-Tae
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.44 no.4
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    • pp.129-138
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    • 2002
  • This paper presents a study on the discharge capacity of geotextiles as a horizontal drain layer placed between the layers of earth fill and natural soft ground. Required discharge capacity of geotextiles as drain layers estimated by consolidation analysis is proportional to the consolidation coefficient of the ground soils and the width of the earth fills. The field discharge capacity of the geotextiles are measured by the hydraulic transmissivity test. And the results show wide variation according to the material characteristics of geotextiles, water content of the soils, vertical pressure, and etc. For the short horizontal drain length, geotextile filter mat can be used for the horizontal drain layer. And f3r the long drain($25{\sim}55m$), it is used for the drain together with Bord Drain.