• 지질공학
• /
• 제28권1호
• /
• pp.1-9
• /
• 2018

We propose a borehole test technique to estimate permeability of rocks in borehole. The borehole tests are hydraulic injection tests such as leak-off test and hydraulic fracturing tests, which are originally conducted for stress or casing integrity assessment and not for permeability measurement. We use one-dimensional radial diffusion equation to interpret fluid injection test results in terms of permeability. We apply this technique to a leak-off test conducted at a depth of 700 m in a wellbore, where rock formation is mudstone. The estimated permeability is at an order of $10^{-16}m^2$, which is somewhat high but within the range reported for mudstones previously. Quantitative rick assessment suggests that an accurate measurement of open hole section length is important to improve reliability of results. More data may be needed to ensure the reliability of this technique. If validated, however, this technique can provide cost-effective estimation of in situ permeability without conducting independent permeability tests in borehole.

• 한국환경과학회지
• /
• 제7권6호
• /
• pp.793-801
• /
• 1998

In this study, the Dilution Method is used to measure river discharge through the hydraulic model test. the dilution method is divided into Constant-Rate-Infection Method and Slug-Injection Method in the river discharge measurement techniques. When the dilution method is applied in the hydraulic model flume, it is analyzed that the estimated error of constant-rate-injection method is less than that of the slug-in-jection method, and the result shows that floodflow analysis is more efficient than lowflow analysis as compared observed discharge with calculated discharge. The result of statistical error analysis shows that the constant-rate-injection method is appropriate technique for the measurement of the river discharge. Therefore, the dilution method among the river discharge measurement techniques can be applied for the river basin which can't be measured with current meter or unsteady-flow regime in the urban-small drainage or hydraulic structure equipment area and can be obtained more exact results than any other discharge measurement techniques.

• 지질공학
• /
• 제31권4호
• /
• pp.589-601
• /
• 2021

본 연구에서는 지하공간 개발로 인해 발생하는 지하수위저하, 지반함몰 등의 문제를 해결하는 방법 중 하나인 인공함양기술에 있어 지하수 함양에 결정적인 역할을 하는 지표매질 특성인 수리전도도(hydraulic conductivity)에 관한 적용성에 대한 연구를 수행하였다. 경기도 이천에 위치한 인공함양시설의 설계조건을 동일하게 하여 양수시험과 주입시험을 수행하였다. 양수시험을 통해서는 지하수위를 회복하는데 있어 결정적인 역할을 하는 대수층의 수리상수값을 도출하였으며, 현장 대수층을 단순화 시킨 모델을 구축하여 양수시험 조건과 동일하게 적용한 부정류 해석을 수행하여 실측값과 모델값의 상관성을 검토한 결과 R² = 0.78로 분석되었다. 동일한 조건으로 주입시험을 수행하였으며, 주입되는 지층은 실트질모래와 점토질모래로 구성된 퇴적층에서 시험을 진행하였다. 주입시험을 통해 측정된 결과를 통해 시간-수위 자료로부터 대수층의 매개변수를 결정하는 대표적 우물해석해인 Thiem의 공식을 활용하여 경험식을 유도하였으며, 유도된 경험식과 실측값의 상관분석을 수행한 결과 R² = 0.99의 높은 상관성을 가지는 경험식을 유도하였다. 본 연구는 주입시험이 수행되기 어려운 지역에서 양수시험을 통해 결정된 대수층의 수리전도도를 활용할 경우, 특정 조건에서 신뢰도 높은 결과를 예측하는데 적절히 활용될 것으로 판단된다.

• 수산해양교육연구
• /
• 제9권1호
• /
• pp.83-97
• /
• 1997

Diesel engine is widely used for ship and industry source of power because of its high thermal efficiency and reliability and durability. However it lead to air pollution due to exhaust gas, and it is important to develop diesel engine of lower air-pollution to decrease the hazardous exhaust gas emissions. As one of the ways, the study for practically using the high pressure of fuel injection and variable injection timing system is being processing. The high pressure injection, which is said to be an effective means for reducing both NOx and particulate emissions, and great improvements in combustion characteristics have been reported by many researchers. In this study, electronic-hydraulic fuel injection system and hydraulic fuel injector system have been applied to the D.I. test engine for high pressure injection and variable injection timing. The injection pressure and injection rate depending upon accumulator pressure were measured with strain gage and Bosch injection rate measuring system before fitting the system into test engine, and analyzed the characteristics of the injection system. The combustion characteristics with this injection system has been analyzed with data concerning heat release rate, pressure rising rate, ignition point, ignition delay and maximum pressure value.

• 한국시뮬레이션학회논문지
• /
• 제11권4호
• /
• pp.25-32
• /
• 2002

Hydraulic systems of injection molding machine are modelled and simulated with AMESim which is a commercial program. Detail models of hydraulic components are simulated and simulation results are evaluated with maker's test results in catalog. Sub system models which is divided according to functional operation are made and its analysis results shows how design parameters work on operational characteristics like cylinder speed, cylinder displacement, pressure, flow rates at each node and so on. Total circuit model is also made and analyzed. The prediction made by simulation will be used design of hydraulic systems of injection molding machine.

• 한국농촌건축학회논문집
• /
• 제24권2호
• /
• pp.45-52
• /
• 2022

Of the 17,106 domestic reservoirs(as of December 2020), 14,611 are older than 50 years, and these old reservoirs will gradually increase over time. The injection grouting method is most applied to the reinforcement method of the aging reservoir. However, the injection grouting method is not accurate in uniformity and reinforced area. An laboratory model test was conducted to evaluate the applicability of the deep mixing method, which compensated for these shortcomings, as a reservoir reinforcement method. As a result of calculating the hydraulic conductiveity for each method through the model test results, the injection grouting method was calculated as a hydraulic conductiveity value that was about 7.5 times larger than that of the deep mixing method. As a result of measuring the water level change in the laboratory model test, it was found that the water level change decreased in the injection method and deep mixing method compared to the non-reinforcement method. In addition, deep mixing method showed a water level change of about 15% based on 40 hours compared to the injection method, indicating that the water-reducing effect was superior to that of the injection method.

• Nuclear Engineering and Technology
• /
• 제55권7호
• /
• pp.2438-2446
• /
• 2023

To cool down a nuclear reactor core and prevent the fuel damage without a pump-driven active component during any anticipated accident, the passive emergency core cooling system (PECCS) was designed and adopted in an advanced light water reactor, i-POWER. In this study, for a validation of the cooling capability of PECCS, thermal-hydraulic integral effect tests were performed with the ATLAS facility by simulating intermediate and small break loss-of-coolant accidents (IBLOCA and SBLOCA). The test result showed that PECCS could effectively depressurize the reactor coolant system by supplying the safety injection water from the safety injection tanks (SITs). The result pointed out that the safety injection from IRWST should have been activated earlier to inhibit the excessive core heat-up. The sequence of the PECCS injection and the major thermal hydraulic transient during the SBLOCA transient was similar to the result of the IBLOCA test with the equivalent PECCS condition. The test data can be used to evaluate the capability of thermal hydraulic safety analysis codes in predicting IBLOCA and SBLOCA transients under an operation of passive safety system.

• 한국기계가공학회지
• /
• 제21권2호
• /
• pp.73-78
• /
• 2022

The test apparatus that can be protected from the high-temperature combustion flame and coolant injection was successfully manufactured. In this study, the coolant-injection module had a controllable consistent pressure, and the entire combustion module was protected using a nonflammable composite liner. Every flange was designed in accordance with the DIN standard, and the entire body of the module was designed in accordance with the EN 13445 code. Additionally, the hydraulic pressure test was performed in accordance with the 2014/68/EU directive and EN 13445 standard. Finally, after manufacturing, performance tests (such as pressure tests) were conducted to verify the reliability and safety.

• 대한기계학회논문집B
• /
• 제40권3호
• /
• pp.165-172
• /
• 2016

노심보충탱크(Core Makeup Tank, CMT), 안전주입탱크(SafetyInjection Tank, SIT)와 자동감압계통(Auto Depressurization System, ADS)로 구성된 1 계열의 SMART 피동안전주입계통의 주입특성을 파악하기 위한 소형냉각재상실사고(SBLOCA) 모의에 대한 실험적 연구가 수행되었다. SBLOCA의시험은 0.4 인치 안전주입수 배관파단에 대해 수행되었으며, 정상상태 조건은 실험요건서에 제시된 시험 초기 조건을 만족시키도록 746초 동안 운전되었다. 노심 출력 및 안전주입 유량 등의 경계 조건도 적절히 모의되었으며, 안전주입계통 배관에서의 파단, 히터 트립 및 잔열곡선 인가, 원자로냉각재펌프 관성서행(Coastdown), 급수 중단, CMT 및 SIT의 주입, ADS #1 개방이 SBLOCA 시나리오에 따라 적절히 모의되었다. 노심지지원통 내부의 액체환산수위는 파단 초반에 감소하다가 CMT와 SIT가 주입되면서 서서히 회복되었으며, 피동안전주입계통의 주입유량이 노심 수위를 회복하기에 충분한 것으로 판단할 수 있다.

• 지질공학
• /
• 제12권3호
• /
• pp.319-332
• /
• 2002

본 연구는 화강암이 분포하는 연구지역을 대상으로 수리지질 단위층을 등연속체매질로서 설정하고, 각 단위층의 유효수리전도도를 산출하기 위한 것이다. 이를 위하여 3"직경의 4개 시추공과 다중패커시스템을 설치하였으며, 단열분포특성조사, 정압주입/수위강하시험, 전공 순간충격시험, 그리고 격리구간 내 펄스시험이 수행되었다. 수리지질 단위층을 정의하기 위하여 단열분포특성을 기초로 하여 일차적으로 상하부 단위층의 경계설정을 시도하였고, 수리전도도 변화특성을 이차적인 요소로 대비하였다. 연구에 적용된 수리시험 결과의 차이와 효과적인 암반 투수성 평가방법에 대한 논의도 이루어졌다. 상부 수리지질 단위층의 유효수리전도도는 정압주입/수위강하시험의 경우 5.27E-10 m/s~7.57E-10 m/s의 범위를 가지며, 하부 영역에서는 2.45E-10 m/s~6.81E-10 m/s의 범위를 갖는다.