The reliable information on the hydraulic characteristics of rock mass is one of the key site factors for design and construction of deep subsurface structures such as geological radioactive nuclear waste disposal repository, underground energy storage facility, underground research laboratory, etc. In order to avoid relying on foreign field test technology in future projects, we have independently designed and made integrated type main frame, 120 bar waterproof downhole sonde, and 1,200 m wireline cable winch through a series of R&D activities. They are core apparatuses of the Deep borehole Hydraulic Test System (DHTS). Integration of individual test equipment into a single main frame allows safe and efficient work in the harsh field condition. The DHTS was developed aiming primarily for constant pressure (head) injection test and pulse test in deep impermeable rock mass. The maximum testing depth of the DHTS is about 1,050 m from the surface. Using this system, it is possible to make precise stepwise control of downhole net injection pressure in less than 2.0 kgf/cm2 with dual hydraulic volume controller and also to inject and measure the very low flow rate below 0.01 l/min with micro flow rate injection/control module. Over the past two years, we have successfully completed more than 50 in situ hydraulic tests at 5 deep boreholes located in the Mesozoic granite and sedimentary rock regions in Korea. Among them, the deepest testing depth was more than 920 m. In this paper, the major characteristics of the DHTS are introduced and also some results obtained from the high precision field tests in the deep and low permeable rock mass environment are briefly discussed.

In this paper, the long-term reliability of swash plate type hydraulic pump is studied by prognostics method. For the purpose, the pumping power of hydraulic pump is measured for 00 cycles and the performance after 00 cycles is estimated using the particle filter method. To verify the predicted 00 cycle's performance, the actual test results are compared with the estimated result and the trend of estimation is well matched with actual test results. The long-term reliability evaluation using the prognostics method performed in this study shows the feasibility that can be utilized in development phase of tracked vehicle to improve the quality of initial products.

The suspension system of special tracked vehicle is using hydraulic piston pump to adjust track tension and control vehicle position change. During operation of vehicle on rough field, failure of suspension control was occurred due to the piston pump failure. In this study, investigation was performed to analyze the cause of hydraulic piston pump failure. Main reason of piston pump failure is strong peak pressure and insufficient structural safety of shoe. The static stress analysis considering peak pressure was performed to find the weak point of the shoe. From the result, it is confirmed that pass hole of lubrication is the weakest point. Improved piston shoe shows 27% decrease in maximum stress and satisfies the design target which is less than 40% of stress margin.

In this paper, we developed the hydraulic leveling jack(HLJ) with double-tube type structure which could be applicable to excessive lateral load area. In order to develop HLJ, the design requirements, such as the vertical and lateral loads where applied to hydraulic jack, were selected. To verify the structural stability of the HLJ, the structure analysis was performed. In order to verify the operational performance and structural stability of the developed HLJ, test bench was designed. The performance of HLJ was verified via various test using test bench.

The purpose of this study is to investigate the actual field application of the airless paint spraying pump driven by the hydraulic power unit under high pressure condition. The velocity and the pressure distributions are obtained using the turbulent k-ε model. The flow characteristics under design condition of spraying pump was numerically conducted by commercial fluid dynamic code(CFX ver. 13). The numerical analysis was performed by transient technique according to the variation of stroke times, which is changing from 0 to 1 seconds by interval of 0.01. Turbulence model, k-ω SST was selected to quaranty more accurate prediction of oil flow. The ICEM-CFD 13 and CFXMesher, reliable grid generation software were also adapted to secure high quality grid necessary for the reliable analysis. According to the simulation results, the flow rate was supplied to the paint spraying pump is 5l/min. These results are in good agreement with design results and could be applied to the design of the high viscosity paint spraying pump.

An electrical power generation system driven by main engine shaft, briefly SG system for middle or small size fishing boat is studied experimently. In the SG system, power transmission is performed by a variable displacement hydraulic pump driven by the main engine and a constant displacement hydraulic motor. It was verified that the SG system enabled the generation of electrical power with constant frequency regardless main engine speed. In the SG system, setting reference frequency, sensing generator output frequency and setting controller parameters are performed by performed by programming in a microcomputer, so a countermeasure for physical situations of control object is very easy. Futhermore, the SG system has following features; low initial installation cost, wide freedom of installation in engine room, advantage of application in existing ships, especially fishing boat with hydraulic fishing equipments.

품질의 변동성이 많은 순환유동층 플라이 애시를 현장에서 혼화재로 사용하는 것 보다 수경성 시멘트의 초기강도 발현을 위한 자극제로 활용할 수 있는 가능성을 판단하고자 하였으며, 이를 위하여 다양한 조건의 시멘트 조합을 사용하여 강도특성을 실험적으로 분석하였다. 실험을 통하여 순환유동층 보일러 플라이애시의 free CaO와 반응성 CaO가 수경성 시멘트 품질에 미치는 영향을 분석하였으며, 석고를 대체할 수 있는 결합재로 활용이 가능함을 확인하였다.

해수의 사용은 해수담수화, 원자력발전소, 해양심층수, 어항의 어시장 등 다양한 분야에서 사용하고 있으며 그 수요가 점차 커지고 있다. 이때 사용되는 해수 취수는 해수를 관으로 직접 취수하는 방식과 대수층에 관정 등을 이용해서 취수하는 간접 취수방식으로 구분할 수 있다. 본 연구에서 수리모형실험에 의해 분석한 매설식 해수취수시설은 다양한 해수취수방법중 항내에서 직접해수를 취수하는 방법이다. 매설식 해수취수시설은 여과사를 이용한 전처리를 통해 부유물질을 저감시킨 후 폐색을 방지하는 이중관에 의해 물을 공급하므로서 수질을 개선하고, 최저 약조위 이하로 항내 매설되어 있어 풍부한 수량을 확보하며, 항내에 설치되어 있어 외해를 기상조건에 영향을 받지 않으므로 유지관리가 용이하고 구조적 안전성이 크다는 장점을 가지고 있다.본 연구에서는 매설식 해수취수시설의 취수관에 대한 성능을 분석하였다. 여과사가 없는 경우에 단일관과 이중관의 성능을 조위를 바꾸어가면서 수리모형실험에 의해서 검증하였으며, 여과사가 있는 경우에 취수관의 연장과 조위를 바꾸어 가면서 수리모형실험을 수행하여 최적의 취수관의 연장을 제시하였다. 수리모형실험 결과 여과사가 없는 경우 스트레이너 형태의 외관을 갖는 이중관의 경우에도 단일관과 거의 동일한 유량공급이 가능한 것으로 나타났다. 또한 하류단의 경계조건인 조위를 변화시켜가며 실험한 결과 조위에 따른 유량변화는 거의 없는 것으로 나타났다. 여과사가 있는 경우 이중관에 대해서만 실험을 수행했으며 실험결과 여과사나 조위에 의한 유량변화는 미미한 것으로 나타났다. 이에 따라 스트레이너 형태의 외관을 갖는 이중관의 경우에 충분한 유량공급이 가능할 것으로 판단되었다. 취수관의 연장이 20m인 경우에 충분한 안전율을 갖고 있는 것으로 나타났다.

최근 하천의 흐름해석 분야에서는 수위 및 하상변동 양상과 오염된 지류유입으로 인한 본류에서의 유속분포 양상 및 혼합과정 등의 실제적인 문제를 해결할 수 있는 1, 2차원적 해석이 이루어지고 있으며, 이는 복잡한 하천을 균일화된 모양과 단순화된 방정식으로 일괄 적용함으로써 많은 한계점을 나타내고 있다. 본 연구에서는 서울시 관내 지방 2급 하천인 우이천 시험유역을 대상으로 하천의 물리적인 특성 변화에 따른 흐름해석을 수행하기 위하여 3차원 RANS (Re