• Journal of the Korean Geotechnical Society
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• v.28 no.3
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• pp.55-66
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• 2012

To investigate the hysteresis of the suction stress in unsaturated weathered mudstone soils (CL), matric suction and volumetric water content were measured in both drying and wetting processes using Automated Soil-Water Characteristics Curve Apparatus. The drying and wetting processes in unsaturated soils were reproduced in the test; the drying process means to load matric suction to spill pore water from the soils, and the wetting process means to unload matric suction to inject pore water into the soils. Based on the measured result, Soil Water Characteristic Curve(SWCC)s were estimated by van Genuchten model (1980). SWCCs have nonlinear relationship between effective degree of saturation and matric suction. The hysteresis in SWCCs between drying and wetting processes occurred. As a result of estimating Suction Stress Characteristic Curve(SSCC) using Lu and Likos model (2006), the suction stress rapidly increased in the low level of matric suction and then increased slightly. Also, the hysteresis in SSCCs between drying and wetting processes occurred. In order to design geo-structures and check its stability considering unsaturated soil mechanics, therefore, it is more reasonable that the SSCC of drying process should be applied in the condition of rainfall infiltration and the SSCC of wetting process in the condition of evaporation or drainage.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.971-975
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• 2009

본 연구에서는 격자강우량과 GIS와 연계한 격자기반의 공간수문자료들을 모형의 입력매개변수로 활용하고, 수계망을 통하여 유역 출구까지 운동파(kinematic wave)이론에 의해 유출량을 물리적으로 추적해 나가는 격자기반의 분포형 강우-유출모형인 K-DRUM(Kwater Distributed RUnoff Model)을 개발하였고, 지표유출량에 가장 큰 영향을 주지만 실제 관측 및 적용이 용이하지 않은 유역의 초기토양함수상태에 대한 자동보정기법을 개발하였다. 개발된 자동보정기법을 이용하여 남강댐유역을 대상으로 적용가능성을 평가하였다. 연구에서 사용한 강우사상은 남강댐 유역에 큰 영향을 준 태풍 루사 (2002년 8월 31일 01시$^{\sim}$9월1일 23시), 태풍 매미 (2003년 9월 12일 01시$^{\sim}$9월13일 23시), 2004년의 대류성강우 (2004년 7월14일 01시$^{\sim}$7월 16일 10시) 및 태풍 에위니아 (2006년 7월 8일 18시$^{\sim}$7월11일 12시)의 총 4개의 사상을 대상으로 하였다. 개발한 유역의 초기토양함수상태 자동보정기법에 의한 유출모의의 적용성을 검토하기 위하여 모의에 사용된 매개변수 중 토지피복도에 의해 결정되는 조도계수와 토양도에 의해 결정되는 유효토심, 흡인수두계수, 공극률 및 투수계수는 4개의 강우사상에서 모두 동일한 조건으로 설정하였고, 유역내 토양 내부 수분함유량 산정을 위한 초기 기저유출량은 검토대상 기간 시점부에서 관측된 유출량으로 설정하였다. 초기토양함수상태 자동보정기법 적용을 통한 유출해석의 정확도는 체적오차 백분율(VER)과 첨두 유량 오차 백분율(QER)을 이용하여 평가하였으며, 이를 통해 본 모형이 유출량에 대한 정확성을 확보하고자 하였다. 본 연구에서 개발된 자동보정 기법을 적용한 결과, 초기토양조건을 설정하는데 있어서 기존의 시행착오법으로 인해 소요되는 시간과 유역내 토양 특성과 지형형상을 고려하지 않는 설정으로 인해 발생될 수 있는 문제점을 해결할 수 있었으며, 유출계산 결과도 유량의 크기와 첨두시간 모두 관측값과 비교적 잘 맞는 것을 확인할 수 있었다.

• Journal of Advanced Marine Engineering and Technology
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• v.36 no.2
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• pp.286-293
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• 2012

In this investigation, flow analysis with single phase has been performed for a centrifugal impeller with a design efficiency of 90%, head of 20m and rotational speed of 3500 rpm at a design flow rate of 16m3. The impeller was designed based on an empirical formula suggested by A.J. Stepanoff. In a case of the single phase analysis, the hydraulic efficiency and head is 88.8% and 19.4m, respectively, which showed a good agreement with the values designed. The flow analysis with two phases was carried out under the various NPSH, at whose 8.79m the cavitation on the suction side of the blade was observed. The required NPSH of the designed impeller is approximately 6.5m and above this value, the designed centrifugal pump impeller needs to be operated under inlet pressure condition.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.41 no.1
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• pp.54-63
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• 2005

Detection ranges of acoustic instruments mainly used for fisheries and their research are derived as the range bordered by a certain signal-to-noise ration (SNR) thershold. The SNR is depicted by several factors on transmitting and receiving, sound propagation, scattering by objects, and mainly self-ship noise. The detection ranges are shown for several fisheries instrument, such as echo sounder, quantiative echo sounder, and bio-telemetry system. The results can be used for designing the instruments, examining the capability of user's own instruments, and interpreting obtained data or echograms. Increasing transmitting power is not as effective for high frequencies as for low frequencies to increase the detection range. Comparison of volume backscattering strengths obtained by the quantitative echo sounder at several frequencies should be done within the same detection range. By applying the concept of the detection range for the bio-telemetry receiver beams, the number of the beams and the beamwidths can be determined.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2006.11a
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• pp.363-366
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• 2006

The effectiveness of two passive control techniques for alleviating the pressure oscillation generated in a supersonic cavity flow is investigated numerically. The passive devices suggested in the present research include a triangular bump and a sub-cavity installed near the upstream edge of a rectangular cavity. The supersonic cavity flow characteristics are examined by using the three-dimensional, unsteady Wavier-Stokes computation based on a finite volume scheme. Large eddy simulation (LES) is carried out to properly predict the turbulent features of cavity flow. The results show that the pressure oscillation near the downstream edge dominates overall time-dependent cavity pressure variations. Such an oscillation is attenuated more considerably using the sub-cavity compared with other methods, and a larger sub-cavity leads to better control performance.

• Journal of the Korea Concrete Institute
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• v.21 no.1
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• pp.47-53
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• 2009

12 concrete blocks, on which hybrid fibrous sheets (carbon fiber and glass fiber) had been bonded, were subjected to tensile load in order to estimate properties of the bonded interface. the sheet length was varied by 100mm, 200mm and 400mm. It was found that more than 150mm bond length is required to achieve the maximum bearing capacity of the interface. In this study, maximum bond stress $\tau_{F,max}$, ultimate slip $S_{FU}$ of the interface were estimated $\tau_{F,max}$=3.0MPa and $S_{FU}$= 0.175mm, respectively.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.34 no.9
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• pp.89-96
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• 2006

In this study, fluid flow and thermal characteristics in a catalyst bed for nitrous oxide catalytic decomposition which is introduced as a hybrid rocket ignition system for small satellites were theoretically considered. To analyze the thermal phenomena of the catalyst bed, a so-called porous medium approach has been opted for modeling the honeycomb geometry of the catalyst bed. Using a Brinkman-extended Darcy model for fluid flow and the one-equation model for heat transfer, the analytical solutions for both velocity and temperature distributions in the catalyst bed are obtained and compared with experimental data to validate the porous medium approach. Based on the analytical solutions, parameters of engineering importance are identified to be the porosity of the catalyst bed, effective volumetric ratio, the ratio of the radius of the catalyst bed to the radius of a pore, heat flux generated by a heater, and pumping power. Their effects on thermal phenomena of the catalyst bed are studied.

• Journal of the Korean Geotechnical Society
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• v.15 no.2
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• pp.129-138
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• 1999

This study is performed for the development of a field monitoring and test technique both of self-weight and hydraulic consolidation by which the soil parameters of dredge-reclaimed clay can be obtained effectively. The field monitoring development and tests mentioned above make it possible to reproduce the process of the self-weight consolidation from settling to reclaimed soft ground. The experimental research is mainly focussed on the characteristics of self-weight consolidation of dredged clayey soil. And theoretical study has pointed out the limits in the application of Terzaghi's one dimensional consolidation theory in interpreting reclaimed clayey ground. Furthermore, a finite difference analysis has been made on the basis of Mikasa s self-weight consolidation theory which takes the problems of Terzaghi's theory into consideration. The relationships between specific volume, effective stress, and the coefficient of permeability of Kunsan reclaimed clayey soil have been obtained by laboratory tests. On the other hand, through the field monitoring, pore pressure, total pressure, and water levels have been measured after pouring. The results of these experiments have been analyzed, and compared with those from Terzaghi's method and the finite difference analysis of Mikasa's self-weight consolidation theory. In conclusion, the measured settlements is comparatively consistent with Mikasa's self-weight consolidation theory rather than Terzaghi's consolidation theory.

• Journal of the Korean Geotechnical Society
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• v.15 no.3
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• pp.71-81
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• 1999

A study on the undrained behavior of isotropically consolidated clay-sand mixtures was carried out using the automated triaxial testing apparatus. Overconsolidated ratio, effective mean pressure and clay content( up to 20% bentonite) were the factors varied in the experimental investigation. Undrained behavior(strength and pore water pressure generation during shear in triaxial loading) depends upon overconsolidation ratio, confining pressure and clay content. Significant changes in undrained compression characteristics occurred at around 20% of clay contents in the sand. The test results were analyzed and their behaviors were interpreted within the framework of plasticity constitutive model for clay-sand mixtures. Possible physical bases for the proposed forms are discussed. Validation of the applied model using the laboratory results is also given.

• Journal of the korean Society of Automotive Engineers
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• v.8 no.1
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• pp.22-28
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• 1986

기관의 성능에 영향을 주는 인자로서는 외적인자(outside factor), 작동인자(operating factor) 및 설계인자(design factor)의 3가지로 나눌 수 있다. 작동인자로서는 기관회전수, 공기연료비, 점화 시기 또는 분사시기 등이면 설계인자로서는 행정체적, 압축비, 흡배기계통의 구조 및 치수, 냉각 방식 등으로 기관에 따라 고유한 값을 가지는 인자이다. 그러나 외적인자인 대기조건 즉 대기 압력, 대기온도 및 대기습도는 계절, 지역 및 기상조건에 따라 달라지므로 이것에 따라 기관이 흡입하는 공기의 압력, 온도 및 습도는 변화하게 된다. 그러므로 대기조건의 변화에 따라서는 기관작동인자인 공기연료비에도 영향을 미치게 할 것이고 또한 연소상태의 변화로 유효압축비 에도 영향을 미치게 할 것이므로 대기상태의 변화는 곧 바로 기관 출력의 변화를 초래하게 될 것이다. 그러므로 같은 운전조건에서의 기관출력도 대기상태의 변화에 따라 변화하게 되므로 임의의 대기 상태에서 측정한 기관출력을 표준대기상태의 기관출력으로 환산해서 평가할 필요가 생긴다. 이것을 일반으로 출력수정(output correction)이라 하고 있으며 각 나라마다 공업규격 또는 기타규격으로 출력정식을 제정하고 있다. 예를 들면 K.S.B 9102, SAE J816B, B.S. 765, DIN 70020, JIS B 8013등이다. 이들 출력수정식들은 많은 문제점을 가지고 있으므로 종래의 출 력수정식으로 출력수정을 하여도 정확하게 맞지 않은 경우가 많다. 출력수정에 관한 문제는 수 10년전부터 많은 연구자에 의하여 연구되고 거론되어 왔으나 과거의 연구자들이 제안하고 거론 되어 왔으나 과거의 연구자들이 제안하고 있는 출력수정식, 또는 규격으로 정하고 있는 출력수 정방법은 어느 것이나 실용상 만족스러운 것이 아직 없다. 그러므로 본 자료는 스파아크 점화 기관의 흡기습도에 관한 출력수정의 문제를 실험적으로 수행한 실험적 출력수정방법에 의한 것과 종래의 출력수정방법에 의한 것과를 비교 검토하였다.