• 제목/요약/키워드: well test

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Attitude Controller Design and Test of Korea Space Launch Vehicle-I Upper Stage

  • Sun, Byung-Chan;Park, Yong-Kyu;Roh, Woong-Rae;Cho, Gwang-Rae
    • International Journal of Aeronautical and Space Sciences
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    • 제11권4호
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    • pp.303-312
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    • 2010
  • This paper introduces the upper stage attitude control system of KSLV-I, which is the first space launch vehicle in Korea. The KSLV-I upper stage attitude control system consists of two electro-hydraulic actuators and a reaction control system using cold nitrogen gas. A proportional, derivative, and integral controller is designed for the electro-hydraulic thrust vectoring system, and Schmidt trigger ON/OFF controllers are designed for the reaction control system. Each attitude controller is designed to have enough stability margins. The stability and performance of KSLV-I upper stage attitude control system is verified via hardware in the loop tests. Hardware in the loop tests are accomplished for perturbed flight conditions as well as nominal flight condition. The test results show that the attitude control loop of KSLV-I upper stage is very stable and the attitude controllers perform well for all flight conditions. Attitude controllers designed in this paper have been successfully applied to the first flight of KSLV-I on August 25, 2009. The flight test results show that all attitude controllers of the KSLV-I upper stage performed well and satisfied the accuracy specifications even during abnormal flight conditions.

방사형 집수정의 적정 설계를 위한 조사 물량 제안 (A Proposal for the Number of Investigation Wells for Optimal Radial Collector Well Design)

  • 최명락;김규범
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권2호
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    • pp.1-8
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    • 2020
  • In general, the estimation of optimum yield for the radial collector well is determined by the empirical equation or numerical modeling, in which hydraulic conductivity of the aquifer is a main influence factor. Hydraulic conductivities of 164 soil samples collected from boreholes and horizontal wells (average length: about 50 m) installed during well construction in the Anseong stream were drawn in two-dimensional map by the Kriging method and utilized in this study. Hydraulic conductivity analyses by Representative Elementary Count (REC) indicated the average hydraulic conductivity is similar to that of the pumping test when the number of samples reaches about 1,000, which correspond to 1,000 ㎡. Pumping test was also conducted at 1 pumping well and 13 observation wells to estimate hydraulic conductivities at each observation well. REC analysis indicated that the average value of hydraulic conductivity calculated from at least four observation wells is valid as a representative value. The overall result suggested that multiple observation wells or multiple pumping-observation well systems that are located within the range of horizontal wells should be utilized to properly estimate the representative hydraulic conductivity values and the yield of a radial collector well.

나선심사시험에 의한 지반조사기법 (Soil Investigation by Helical Probe Test)

  • 정구영
    • 한국지반공학회지:지반
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    • 제3권4호
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    • pp.31-40
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    • 1987
  • 얕은 지반의 현장탐사와 다짐도의 측정등에 적합한 나선탐사시험을 개발하여 그 시기결과를 표준 관입시험, 도추관입시험, 현장밀도시험 등 기존의 현장시험결과와 비교, 분석하였다. 나선탐사설험은 다른 현장시광에 비하여 경제적이며 1인이 쉽게 시험할 수 있는 장점이 있다. 흙의 물성치는 택 사기를 지반에 관입시키는데 필요한 토오크로 나타내며 본 연구결과, 표준관입시험 및 원유관입시 험의 결과와 잘 일치하고 표준관입시험과의 상관관계는 흙의 종류에 따른 유관성이 낮으나 도유관 입시험과의 경우, 유관성이 높다. 또한 나선탐사시험은 상대다짐또와 다짐지반의 현장밀도의 측정 에도 정도가 높다. 한펀 지반의 평균정립(D50)이 증가함에 따라 나선탐사시험의 역포전비는 감소하는 특성을 보인다.

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Application of Indigenous Benthic Amphipods as Sediment Toxicity Testing Organisms

  • Lee, Jung-Suk;Lee, Kyu-Tae;Kim, Dong-Hoon;Kim, Chao-Kook;Lee, Jong-Hyeon;Park, Kun-Ho
    • Ocean Science Journal
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    • 제40권1호
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    • pp.17-24
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    • 2005
  • A series of experiments were conducted to develop standard test organisms and test protocols for measuring sediment toxicity using candidate amphipods such as Mandibulophoxus mai, Monocorophium acherusicum, Haustorioides indivisus, and Haustorioides koreanus, which are indigenous to Korea. The relevant association of test species with sediment substrates was one of the important factors in sediment bioassay. The indigenous amphipods M mai and M. acherusicum were well associated with test sediments when they were exposed to various sediment substrates from sand to mud. The tolerant limits to various physico-chemical factors affecting bioassay results such as temperature, salinity and ammonia, as well as sensitivities to reference toxicant and contaminated sediments, were investigated using M. mai and M. acherusicum in the present study. These amphipods were tolerant to relatively wide ranges of salinity $(10{\sim}30\;psu)$ and ammonia (<50 ppm), and displayed relevant sensitivity to temperature as well. They are more sensitive to Cd, the reference toxicant, when compared to the standard test species used in other countries. Field-sediment toxicity tests revealed that M. mai would be more sensitive to sediment-associated pollutants than M. acherusicum, while the sensitivity of M. acherusicum was comparable to that of Leptocheirus plumulosus, which has been used as a standard test species in the United States of America. Overall results of this first attempt to develop an amphipod sediment toxicity test protocol in Korea indicated that M. mai and M. acherusicum would be applicable in the toxicity assessment of contaminated sediments, following the further evaluation encompassing various ecological and toxicological studies in addition to test method standardization.

연직차수벽의 비정상 지하수 흐름에 대한 이론해 : 순간변위시험(slug test) 적용과 투수계수 산정 (Analytical Solution for Transient Groundwater Flow in Vertical Cutoff Walls : Application of Slug Test and Evaluation of Hydraulic Conductivity)

  • 임지희;이동섭;웽 테 바오;최항석
    • 한국지반공학회논문집
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    • 제28권11호
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    • pp.17-31
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    • 2012
  • 순간변위시험(slug test) 결과를 이용하여 비정상 흐름을 고려한 연직차수벽의 투수계수를 평가할 수 있는 이론해는 지금까지 제시된 바가 없다. 무한 대수층에 부분 관입된 우물(well)형상에 적용 가능하도록 기존 문헌에서 제시한 이론해는 좁은 지중연속벽체 형상의 연직차수벽의 경계조건을 고려할 수 없다. 이러한 연직차수벽 경계조건을 고려하기 위해, 본 연구에서는 가상 우물이론(imaginary well theory)을 도입하여 두 가지 경계조건(즉, 일정 수두 조건과 불투수 조건)을 만족하도록 새로운 이론해를 유도하였다. 제안된 이론해를 이용하여 구한 연직차수벽에서 시간에 따른 수위 회복 곡선(Type Curve)을 무한 대수층의 경우와 비교한 결과, 일정 수두 경계조건을 적용할 경우, 우물의 수위 회복이 무한 대수층의 결과보다 빠르게 진행되고 반면에 불투수 경계조건을 적용할 경우는 더 느리게 진행되었다. 또한, 우물의 형상비가 클수록, 연직차수벽의 폭이 좁을수록, 우물의 편심 정도가 클수록, 연직차수벽과 주변 지반 사이의 경계조건의 영향이 커진다. 본 논문에서 제시한 이론해를 통해 산정된 Type Curve는 기존 문헌에서 수치해석을 통해 산정된 Type Curve와 유사한 경향을 보였다.

다중 펌프 흡수정에서 발생하는 Vortex 수치 해석에 관한 연구 (Numerical Analysis on the Flow Vortex in a Multi Pump Intake using a Pump Sump Model)

  • 박노석;김성수;현상락;박종호;안영석
    • 상하수도학회지
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    • 제24권2호
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    • pp.211-217
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    • 2010
  • In order to suggest the methodology for achieving anti-vortex within multi pump intake well, the field test and CFD(Computational Fluid Dynamics) simulation were conducted. The filed test were carried out for domestic W_multi pump intake well according to usual operation condition through the naked observation. From the results, operating #4, #5, #8 and 9# pumps, the vortex and swirl occurred above #4 and #9 intake pipe within two wells. For qualitative analysis, a commercial CFD code, using sump model, was used to predict the vortex generation within the selected pump intake facility accurately. The analysed results by CFD show that the vortex structure and location are in accordance with the results of the field test.

일개 대학교 신입생과 예비졸업생의 우울수준과 그 관련요인 - 영적안녕과 신앙성숙도를 중심으로 (Depressive Symptom and Its Associates in College Freshmen and Seniors - Focus on Spiritual Well-being and Faith Maturity)

  • 김태규;장인순
    • 한국학교보건학회지
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    • 제24권1호
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    • pp.71-80
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    • 2011
  • Purpose: This study was conducted to compare the level of depressive symptom, spiritual well-being and faith maturity between college freshmen and seniors and to investigate the affecting factors on their depressive symptom. Methods: The study was cross-sectional descriptive survey. A self-report questionnaire were used to collect data from 335 college students during June to July, 2010. Data were analyzed by ${\chi}^2$-test, t-test, ANOVA, Scheffe's test, pearson correlation coefficient, and stepwise multiple regression using the SPSS/WIN 14.0 program. Results: The mean score of depressive symptom was $17.55{\pm}11.24$ and prevalence of depression was 26.5% in college freshmen. And those in college seniors were $14.18{\pm}14.17$ and 17.4%. And those were significantly higher in college freshmen than in seniors. The depressive symptom was a significant negative correlation with spiritual well-being, existential spiritual well-being, religious spiritual well-being, and faith maturity. Factors significantly influencing on depression in college freshmen included existential spiritual well-being, subjective health status, age, and confidence of salvation ($R^2$=49.7%). And those in college seniors included existential spiritual well-being and life satisfaction ($R^2$=53.3%). Conclusion: The counseling program and spirituality development program for preventing depression considering these affecting factors for especially college freshmen are necessary.

Study on lateral behavior of digging well foundation with consideration of soil-foundation interaction

  • Wang, Yi;Chen, Xingchong;Zhang, Xiyin;Ding, Mingbo;Lu, Jinhua;Ma, Huajun
    • Geomechanics and Engineering
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    • 제24권1호
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    • pp.15-28
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    • 2021
  • Digging well foundation has been widely used in railway bridges due to its good economy and reliability. In other instances, bridges with digging well foundation still have damage risks during earthquakes. However, there is still a lack of knowledge of lateral behavior of digging well foundation considering the soil-foundation interaction. In this study, scaled models of bridge pier-digging well foundation system are constructed for quasi-static test to investigate their lateral behaviors. The failure mechanism and responses of the soil-foundation-pier interaction system are analyzed. The testing results indicate that the digging foundations tend to rotate as a rigid body under cyclic lateral load. Moreover, the depth-width ratio of digging well foundation has a significant influence on the failure mode of the interaction system, especially on the distribution of foundation displacement and the failure of pier. The energy dissipation capacity of the interaction system is discussed by using index of the equivalent viscous damping ratio. The damping varies with the depth-width ratio changing. The equivalent stiffness of soil-digging well foundation-pier interaction system decreases with the increase of loading displacement in a nonlinear manner. The absolute values of the interaction system stiffness are significantly influenced by the depth-width ratio of the foundation.

How Does 12-weeks of Taekwondo Training Effect Older Persons' Functional Fitness: A Preliminary Study

  • Daniel Sullivan;Mike Climstein;Ben Exton;Luke Delvecchio
    • 대한물리의학회지
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    • 제19권1호
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    • pp.1-10
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    • 2024
  • PURPOSE: This pre-post intervention study aimed to examine the effects of a 12-week supervised modified Taekwondo exercise program on the functional fitness of community-dwelling older adults. METHODS: 10 participants (mean age: 72.3 ± 4.6 years) completed the program over a 12-week period. The intervention consisted of Taekwondo-based exercises modified for older persons. Changes to functional fitness were measured using the finger-to-nose test, functional reach test, timed up and go test, 30-second sit-to-stand test, 30-second arm curl test, Chester step test, chair sit-and-reach test, and back scratch test. Participants were assessed prior to the training and after the final training session, changes were measured using descriptive statistics and paired sample 't' tests. RESULTS: Effect sizes ranged from small to large (Cohen's d = .22 to 1.23). The exercise program was well- tolerated by participants, with a high level of engagement and no attrition for the duration of the program. Results showed significant improvements in most measures of functional fitness (p < .05) except for the back scratch test (p = .051). CONCLUSION: These findings suggest a well-designed, supervised, modified Taekwondo exercise program can significantly improve functional fitness in older adults.

A General Solution of Determining Storage Coefficient From Multi-Step Pumping Test Recovery Data

  • Jin-Yong Lee;Kang-Kun Lee
    • 대한지하수환경학회지
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    • 제7권1호
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    • pp.20-23
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    • 2000
  • 양수시험시 획득되는 회복자료만을 이용하여 저유계수를 추정하는 일반해를 제시하였다. Banton and Bangoy(1996)가 제시한 단 단계(single-step) 양수시험에서 얻는 회복자료를 이용한 저유계수 추정해를 일반적인 다단계 (multi-step)시험 회복자료에도 적용 가능하게 확장한 것이다. 본 연구에서 구한 일반 해를 이용하여 저유계수와 투수계수를 구한 결과 다른 방법으로 구한 결과 값과 잘 일치하였다.

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