• 제목/요약/키워드: Hydraulic measurement

검색결과 408건 처리시간 0.026초

안성천 수계 국가하천구간 하상 수리전도도 측정 시험 (Measurement of Streambed Hydraulic Conductivity in Stream Sections in the Anseongcheon Watershed, Korea)

  • 전선금;이일훈;이정우;정일문;홍성훈
    • 지질공학
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    • 제27권4호
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    • pp.377-382
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    • 2017
  • 안성천 수계 하류부 국가하천구간내 15개 지점에 대해 하상퇴적층의 수리전도도 측정 시험을 수행하였다. 각 지점별로 하상퇴적층에 시피지미터와 피조미터를 설치하여 하천수-지하수 상호교환량과 수리경사를 측정하고 이를 Darcy 공식에 대입하여 연직방향 수리전도도를 산정하였다. 하천수-지하수 교환량은 $4.08{\times}10^{-6}{\sim}1.49{\times}10^{-5}m/s$, 연직방향 수리경사는 0.005에서 0.145로 측정되었고, 하상수리전도도는 $7.80{\times}10^{-5}{\sim}1.58{\times}10^{-3}m/s$로 산정되어 하천구간별, 지점별로 하천과 대수층간에 연결성의 큰 차이를 나타내었다. 하천과 대수층간의 수리적 상호연결성을 정량적으로 파악하고 지하수개발 이용이 하천수량에 미치는 영향을 평가하기 위해서는 하상퇴적층 수리전도도와 같이 하천과 대수층간 연결부의 수리지질학적 조사가 필요하며, 현장시험 및 분석 방법에 대한 기술적 향상이 이뤄져야 할 것이다.

Changes in plant hydraulic conductivity in response to water deficit

  • Kim, Yangmin X.;Sung, Jwakyung;Lee, Yejin;Lee, Seulbi;Lee, Deogbae
    • 한국작물학회:학술대회논문집
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    • 한국작물학회 2017년도 9th Asian Crop Science Association conference
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    • pp.35-35
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    • 2017
  • How do plants take up water from soils especially when water is scarce in soils? Plants have a strategy to respond to water deficit to manage water necessary for their survival and growth. Plants regulate water transport inside them. Water flows inside the plant via (i) apoplastic pathway including xylem vessel and cell wall and (ii) cell-to-cell pathway including water channels sitting in cell membrane (aquaporins). Water transport across the root and leaf is explained by a composite transport model including those pathways. Modification of the components in those pathways to change their hydraulic conductivity can regulate water uptake and management. Apoplastic barrier is modified by producing Casparian band and suberin lamellae. These structures contain suberin known to be hydrophobic. Barley roots with more suberin content from the apoplast showed lower root hydraulic conductivity. Root hydraulic conductivity was measured by a root pressure probe. Plant root builds apoplastic barrier to prevent water loss into dry soil. Water transport in plant is also regulated in the cell-to-cell pathway via aquaporin, which has received a great attention after its discovery in early 1990s. Aquaporins in plants are known to open or close to regulate water transport in response to biotic and/or abiotic stresses including water deficit. Aquaporins in a corn leaf were opened by illumination in the beginning, however, closed in response to the following leaf water potential decrease. The evidence was provided by cell hydraulic conductivity measurement using a cell pressure probe. Changing the hydraulic conductivity of plant organ such as root and leaf has an impact not only on the speed of water transport across the plant but also on the water potential inside the plant, which means plant water uptake pattern from soil could be differentiated. This was demonstrated by a computer simulation with 3-D root structure having root hydraulic conductivity information and soil. The model study indicated that the root hydraulic conductivity plays an important role to determine the water uptake from soil with suboptimal water, although soil hydraulic conductivity also interplayed.

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Use of the Quantitatively Transformed Field Soil Structure Description of the US National Pedon Characterization Database to Improve Soil Pedotransfer Function

  • Yoon, Sung-Won;Gimenez, Daniel;Nemes, Attila;Chun, Hyen-Chung;Zhang, Yong-Seon;Sonn, Yeon-Kyu;Kang, Seong-Soo;Kim, Myung-Sook;Kim, Yoo-Hak;Ha, Sang-Keun
    • 한국토양비료학회지
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    • 제44권5호
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    • pp.944-958
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    • 2011
  • Soil hydraulic properties such as hydraulic conductivity or water retention which are costly to measure can be indirectly generated by soil pedotransfer function (PTF) using easily obtainable soil data. The field soil structure description which is routinely recorded could also be used in PTF as an input to reduce the uncertainty. The purposes of this study were to use qualitative morphological soil structure descriptions and soil structural index into PTF and to evaluate their contribution in the prediction of soil hydraulic properties. We transformed categorical morphological descriptions of soil structure into quantitative values using categorical principal component analysis (CATPCA). This approach was tested with a large data set from the US National Pedon Characterization database with the aid of a categorical regression tree analysis. Six different PTFs were used to predict the saturated hydraulic conductivity and those results were averaged to quantify the uncertainty. Quantified morphological description was successively used in multiple linear regression approach to predict the averaged ensemble saturated conductivity. The selected stepwise regression model with only the transformed morphological variables and structural index as predictors predicted the $K_{sat}$ with $r^2$ = 0.48 (p = 0.018), indicating the feasibility of CATPCA approach. In a regression tree analysis, soil structure index and soil texture turned out to be important factors in the prediction of the hydraulic properties. Among structural descriptions size class turned out to be an important grouping parameter in the regression tree. Bulk density, clay content, W33 and structural index explained clusters selected by a two step clustering technique, implying the morphologically described soil structural features are closely related to soil physical as well as hydraulic properties. Although this study provided relatively new method which related soil structure description to soil structure index, the same approach should be tested using a datasets containing the actual measurement of hydraulic properties. More insight on the predictive power of soil structure index to estimate hydraulic properties would be achieved by considering measured the saturated hydraulic conductivity and the soil water retention.

수압파쇄법을 이용한 OO 원유비축시설 내 수벽 터널에서의 초기응력 측정 (In-situ Rock Stress Measurement at the Water Tunnel Sites in the OO Oil Storage Facility with Hydraulic Fracturing Method)

  • 배성호;김재민;김장순;이영호
    • 터널과지하공간
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    • 제18권1호
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    • pp.80-89
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    • 2008
  • 암반 내 작용하는 초기응력이 지하 암반 구조물의 안정성에 미치는 영향은 시공 심도가 깊어지고 단면 규모가 커질수록 증가하게 된다. 일반적으로 초기응력 측정은 암반 구조물의 설계단계에서 시공 예상지역 내 지표 수직공을 이용하여 수압파쇄법에 의해 이루어져 왔다. 그러나 조사단계에서 초기응력 측정이 이루어지지 않았거나 지형, 지질 특성상 과지압의 가능성이 있거나 또는 조사 과정에서 높은 수준의 초기응력장 분포가 확인된 지역에서는 시공의 안정성과 기존 설계의 적합성을 확인하기 위해서는 시공 현장의 지하 공간에서 상세 초기응력 측정을 수행하는 것이 바람직하다. 본 논문의 연구지역은 전라남도 OO시 남동부에 위치한 추가 석유 비축기지 건설현장으로 설계 전 상세 지반조사를 통해 측압계수 3.0 이상의 값을 가지는 과잉 수평응력장이 관찰된 지역이다. 본 연구에서는 비축기지 지하 건설 현장 내 굴착된 수벽터널용 공동에서 시추된 2개의 시험공에서 수압파쇄법에 의한 초기응력 측정을 시행하였다. 조사 범위는 지표로부터 약 $180m{\times}300m$ 심도구간이며 균열 조사에는 초음파 주사검층법을 적용하였다. 지표로부터 심도 200m 이상인 일부 조사 구간에서 측압계수 2.50 이상의 값을 가지는 큰 수평응력 성분들이 관찰되었고 전반적인 시험 결과는 설계 전 단계에서 수행된 조사 결과와 매우 유사한 양상을 나타내었다.

손 힘 사용 측정 FSA 시스템의 성능 평가 (Evaluation of the FSA Hand Force Measurement System)

  • 정기효;유희천;권오채
    • 대한인간공학회지
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    • 제24권2호
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    • pp.45-49
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    • 2005
  • The FSA(Force Sensitive Application) system measures hand force by using force resistance sensors. Compared to conventional hand force measurement systems such as Lafayette hand dynamometer and Jamar hydraulic hand dynamometer, the FSA system can be applied to analyze use of hand forces while the hand is manipulating objects for a task, However, the measurement performance of the FSA system has not been objectively evaluated. The present study tested the FSA system in terms of stability, repeatability, accuracy, and linearity. It is shown that the FSA system has good stability (CV$\leq$0.02) and linearity($R^2$=0.82), but has low repeatability(CV=$0.11{\sim}0.19$) and accuracy(22% of underevaluation on average). This performance result indicates that measurements from the FSA system should be used for relative comparison rather than for absolute comparison.

레이저 스페클을 이용한 재료 변형 측정 (Measurement of Material Deformation Using Laser Speckle)

  • 전문창;강기주
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 춘계학술대회 논문집
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    • pp.688-694
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    • 2002
  • As a tool for strain measurement to work with screw driven or hydraulic material test systems, in which mechanical vibration is inherent, SSDG(Speckle Strain/Displacement Gage), ESP(Electronic Speckle Photography) and its 3-dimension version SDSP are investigated for the theory and practical appliance. Through tension test of steel strips, their validity and shortcomings are examined. As the results, it has been shown that, although SSDG and ESP provide direct measurement of in-plane strain in one direction, they are so sensitive to the out-plane displacement. On the other hand, SDSP which is aided with DIC (Digital Image Correlation) technique to trace the movement of the speckles provides not only in-plane 2-dimensional displacement field, but also out-of-plane displacement simultaneously. However, because the DIC is time-consuming, not automated yet and it needs post-processing to evaluate strain from the displacement field, SDSP appears to be not adequate as a real time sensor.

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구면 정압베어링의 마찰토크 측정장치 개발 (Development of Friction Torque Measurement Device for Spherical Hydrostatic Bearing)

  • 함영복;최영호;박경민;윤소남;김광영
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 춘계학술대회 논문집
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    • pp.181-186
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    • 2002
  • Lately, as going on increasing in the demand of high power density(power/weight), it is necessary for hydraulic axial piston pump/motor to operate more high pressure and speed. But in these condition, there are some trouble like as friction loss. To reduce this friction loss, hydrostatic bearing is used far axial piston pump/motor frequently. In general, it is difficult to measure accurate friction torque of spherical hydrostatic bearing in the use of the existing devices. So, we have developed the measurement device using the reaction torque sensor to obtain the pure friction torque, fitted in the casing. In this report, we intend to make an introduction about this measurement device for friction torque of the spherical wear part and clarify the effect of friction characteristics on supply pressure and rotational speed with three types of pocket size by using this measurement device.

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LSIV를 이용한 하천 합류부 수리 모형 실험 (Application of LSIV to Hydraulic Model Experiment on River Confluence)

  • 고석현;류권규;윤병만
    • 한국방재학회 논문집
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    • 제5권1호
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    • pp.63-68
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    • 2005
  • 영상 해석을 이용한 유속 측정 방법인 LSIV를 합류점의 수리 모형 실험에 적용하였다. LSIV에 의해 측정된 표면 유속은 유속계에 의해 측정된 평균 유속과 상당히 유사한 결과를 나타내었다. 일반적인 유속계는 순간적인 지점 유속만을 나타내기 때문에 전체적인 유속장을 살피는 데 어려움이 있으나, LSIV는 전체적인 흐름장의 양상을 한 눈에 살펴 볼 수 있는 좋은 도구이다. 특히 합류점이나 교각 주변부와 같이 흐름이 국부적으로 변화가 심한 경우 LSIV는 적절한 실험 도구가 될 수 있을 것이다.

A STUDY OF HYDRAULIC PROPERTIES IN A SINGLE FRACTURE WITH IN-PLANE HETEROGENEITY: AN EVALUATION USING OPTICAL MEASUREMENTS OF A TRANSPARENT REPLICA

  • Sawada, Atsushi;Sato, Hisashi
    • Nuclear Engineering and Technology
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    • 제42권1호
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    • pp.9-16
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    • 2010
  • Experimental examinations for evaluating fracutres were conducted by using transparent replicas of a single fracture in order to obtain the fracture data to contribute to the methodlogy on how to improve the definitaion of representative parameter values used for a parallel plate fracture model. Quantitative aperture distribution and quantitative tracer concentration data at each point in time were obtained by measuring the attenuation of transmitted light through the fracture in high spatial resolution. the representative aperture values evaluated from the multiple different measurement methods, such as arithmetic mean of aperture distribution measured by the optical method, transport aperture evaluated from the tracer test, and average aperture evaluated from the fracture void volume measurement converged to a unique value that indicates the accuracy of this experimental study. The aperture data was employed for verifying the numerical simulation under the assuption of Local Cubic Law and showed that the calculated flow rate through the fracture is 10%-100% larger than hydraulic test results. The quantitative tracer concentration data is also very valuable for validating existing numerical code for advection dispersion transport in-plane heterogeneous fractures.

서울 중심부 편마암 분포지역 저심도 구간의 암반 초기응력 분포특성 연구 (Study on characteristics of initial rock stress state at shallow depth of the gneiss region in the central part of seoul)

  • 배성호;전석원;최용근;김재민
    • 한국터널지하공간학회 논문집
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    • 제5권2호
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    • pp.147-159
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    • 2003
  • 90년대 이후 지하 암반 구조물의 수요가 증가함에 따라 시공 전 설계 단계에서 요구되는 암반내 초기응력에 대한 정량적 정보를 얻기 위해 현장 초기 응력 측정이 광범위하게 수행되고 있다. 제안된 여러 측정법들 중 현장 적용성 면에서 큰 장점을 가진 수압파쇄법이 국내에서는 대표적으로 적용되고 있다. 본 논문에서는 평탄한 지형조건으로 이루어진 서울 중심부 편마암 지역내 저심도 구간의 11개 시추공을 대상으로 수압파쇄법에 의해 구해진 초기응력 측정자료와 수평응력의 크기, 방향성과 심도별 변화 그리고 측압계수 분포 등 과업구간 암반 내 초기응력장의 제반 분포 특성에 대해 논의하고자 한다.

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