• Title/Summary/Keyword: 포화 요소

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Analysis of Runoff Reduction Effect of Infiltration Facility Installation Position and Kinds of Infiltration in Urban Basin (도시유역의 침투시설 설치위치와 종류에 따른 유출저감효과 분석)

  • Lee, Jae-Joon;Kwak, Chang-Jae;Seol, Ji-Su
    • 한국방재학회:학술대회논문집
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    • 2010.02a
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    • pp.54.2-54.2
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    • 2010
  • 본 연구는 침투시설의 설치위치와 종류에 따른 유출저감효과를 WinSLAMM 모형을 이용하여 분석한 것이다. 본 연구의 대상유역은 Driveway 38%, Residential Area 8%, Parking Storage 8%, Sidewalk 8%, Playground 8%, 투수유역(Landscaped Area) 30%와 같이 토지이용별로 구획된 총면적 $0.25km^2$의 전형적으로 도시화된 가상유역으로 설정하였다. 침투시설 설치에서 중요한 요소 중 하나인 시설의 포화를 고려하기 위하여 10mm/hr~30mm/hr범위의 강우를 적용하였으며, 설치위치와 종류별 침투시설의 정량적인 유출저감효과를 비교하기 위하여 Residential Area, Parking Storage, Playground와 같은 유역내 불투수유역과 유출구에 해당하는 Outfall에 일정한 규모의 침투트렌치와 침투통을 설치하였다. 침투시설은 강우의 크기에 따라 시설의 포화가 진행되며 일정 규모 이상의 강우 발생시 침투기능을 상실하므로 강우의 크기에 맞는 포화시점을 찾아 적절한 규모로 설치해야하고, 경호우에서 유역내의 침투시설의 가용면적을 증가시키면 유출저감효과도 증가하였으나, 강우가 커질수록 상대적으로 가용면적이 큰 유출구와 차이가 없거나 오히려 더 낮은 유출저감효과가 나타나기도 하였다. 또한 설치위치에 침투시설을 비교한 결과, 경호우의 경우 동일한 유출저감효과가 나타났으나, 침투트렌치가 포화에 이루어지기 전까지는 유출저감효과가 더 높았으며, 유출구에서는 침투트렌치가 침투통보다 더 높은 유출저감효과가 나타났다. 침투시설의 병행설치시 경호우에서는 병행설치의 효과가 없었으나 강우강도가 증가할수록 효과가 뚜렷하게 나타났고, 유역내 침투시설의 병행설치시 가용면적을 증가시킬수록 유출저감효과도 증가하여 경호우 이상의 강우에서 병행설치를 고려되어야한다는 결론을 얻었다.

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Multiphase Modeling on the Convective Transport of an Organic Solvent through Unsaturated Soils (비포화 토양층 내 유기 용매의 이류 이동에 대한 다상 모델링)

  • Lee Kun Sang
    • Journal of Soil and Groundwater Environment
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    • v.9 no.3
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    • pp.20-26
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    • 2004
  • In-situ photolysis is one of the most promising ways to clean up a soil contaminated with 2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD). This study focuses on the mathematical description and model development of the convective upward transport of an organic solvent driven by evaporation and photodecomposition at the surface as the major transport mechanism in the clean up process. A finite-element-based numerical model was proposed to incorporate effects of multiphase flow on the distribution of each fluid, gravity as a driving force, and the use of van Genutchen equation for more accurate description of k-S-p relations. This paper presents results of extensive numerical calculations conducted to investigate the various parameters that play a role in the solvent migration through a laboratory-scale unsaturated soil column. The numerical results indicate that gravity affects significantly on the fluids distribution and evaporation for highly permeable soils. The soil texture has a profound influence on the fluid saturation profile during evaporation process. The amount of solvent convective motion increases with increasing evaporation rates and decreasing initial water saturation. Simulations conducted in this study have shown that the developed model is very useful in analyzing the effects of various parameters on the convective migration of an organic solvent in the soil environments.

The Mixed Finite Element Analysis for Porous Media using Domain Decomposition Method (영역 분할기법을 이용한 포화 다공질매체의 혼합유한요소해석)

  • Lee, Kyung-Jae;Tak, Moon-Ho;Kang, Yoon-Sik;Park, Tae-Hyo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.4
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    • pp.369-378
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    • 2010
  • The mixed finite element analysis is the most widely used method for saturated porous media. Generally, in this method, direct method and iterative method are proposed to obtain unknown variable, however, the iterative method is recommended because the method provide numerical stability and accuracy under the material properties for solid and fluid are different. In this paper, we introduce staggered method which has strong numerical stability, and FETI(Finite Element Tearing and Interconnecting) which is one of decomposition methods are applied into the method in order to obtain numerical efficiency. In which, Lagrange Multipliers and conjugated gradient method to solve decomposed domain are proposed, and then, the proposed method is verified numerical efficiency by point to point MPI(Message Passing Interface) library.

Finite Element Analysis for Incremental Excavation in Fluid-Saturated Porous Media (유체포화 다공매체의 단계적 굴착해석을 위한 유한요소해석방법)

  • Koo, Jeong Hoi;Hong, Soon Jo;Kim, Moon Kyum;Hwang, Hak Joo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.5
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    • pp.109-122
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    • 1993
  • ln this paper, a finite element analysis procedure is proposed for the incremental multi-step excavations in a fluid-saturated porous medium such as saturated soil ground. As the basis of derivation, Biot's equation was used. The proposed procedure was applied to some one- and two-dimensional problems under incremental excavations. Unsaturated cases as well as saturated cases were considered for comparison. Through numerical tests, the effects of permeability and excavation speed on the deformation history was investigated. Results showed that pore pressure built up during incremental excavation has a significant effect on the deformation and stresses of solid skeleton and validated the use of the present procedure for the analysis of multi-step excavations in fluid-saturated media such as in saturated shallow ground.

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Taste and Aesthetic Judgement of Consumers (소비자의 취미와 미적판단)

  • 송복희;윤한경
    • Proceedings of the Korean Society for Emotion and Sensibility Conference
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    • 1997.11a
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    • pp.28-32
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    • 1997
  • 가전제품들의 제조기술과 기능 및 성능 등의 개선을 주도하뎐 국내 기술수준은 포화되어 발전 속도의 둔화가 가속화되므로, 경쟁력이 강화된 제품으 개발과 다양한 소비자들의 요구를 만족시키는 제품의 개발을 위하여 사용자 중심의 제품을 개발하기 위한 노력은 인간의 감성요소를 이해하고 응용하기 위한 활발한 연구로 나타나고 있는 추세이다.$^{1)}$ 사용자의 감성 연구에서 심리학적, 미학적 접근방법의 적용은 사용자의 감성을 더욱 본질적으로 이해하기 위한 하나의 방법이다. 인구통계학적, 사회경제적, 심리적 측면에 의한 개인차와 환경적 요소들의 영향에 따른 사용자의 요구들에 대한 충족여부가 취미와 가치판단의 변인으로써 작용하고, 그 취미와 가치판단은 구매행위 등의 행동특성으로 나타난다. 따라서 취미와 가치판단의 기준이되는 요소와 변인들은 행동특성을 야기시키는 요인들이 되므로 본 연구에서는 사용자의 요구를 만족시켜 경쟁력이 강화도니 제품의 개발을 위하여 소비자들의 감성과 미적 판단이 상품의 구매를 위한 의사 결정에 미치는 영향과 제품에 대한 가치판단에 미치는 영향을 분석하였다. 결과의 분석에 의하면 소비자의 취미돠 미적판단 기준은 내면적요소와 외부환경적요소로 구분되며 재면적 요소는 감성분류와 성격분류에 의해 분석할 수 있으며, 내면적 요소가 제품의 선호도에 영향을 미치므로 제품의 제품선택의 변인이되며, 제품에 대한 형용사적 표현은 소비자와 디자이너의 양질의통신수단임을 입증하였다.

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Porewater Pressure Predictions on Hillside Slopes for Assessing Landslide Risks(I) -Comparative Study of Groundwater Recharge- (산사태 위험도 추정을 위한 간극수압 예측에 관한 연구(I) -지하수 유입량의 비교 연구-)

  • Lee, In-Mo;Park, Gyeong-Ho;Im, Chung-Mo
    • Geotechnical Engineering
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    • v.8 no.1
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    • pp.81-102
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    • 1992
  • Landslides on hillside slopes with shallow soil cover over a sloping bedrock are frequently caused by increases in porewater pressures following of heavy rainfall and it is one of the most important factors of assessing the risk of landslide to predict the groundwater level fluctuations in hillslopes. This paper presents the comparative study of three unsaturated flow models developed by Sloan et al., Reddi, L.N., and Thomas, H.A., Jr., respectively, which are used to predict the increase of groundwater levels in hillside slopes. The parametric study for each of models is also presented. The Kinematic Storage Model(KSM) developed by Sloan et at. is utilized to predict the saturated groundwater flow. They are applied to the two sites in Korea so as to examine the possibility of use in the groundwater flow model. The results show that two unsaturated models developed by Sloan et al. and Reddi, L. N. are largely affected by the uncertain parameters like saturated permeability and saturated water content : the abed model has the potential of use in unsaturated flow model with the optimal estimates of model parameters utilizing available optimization techniques. And it is also found that the KSM must be modified to account for the time delay effect in the saturated zone. The results of this paper are able to be utilized in developing the predictive model of groan dwater level fluctuations in a hillslope.

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Wearable oxygen saturation measurement platform for worker safety management (작업자의 안전관리를 위한 웨어러블 산소포화도 측정 플랫폼)

  • Lee, Yun Ju;Song, Chai Jong;Yoo, Sun Kook
    • Smart Media Journal
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    • v.11 no.9
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    • pp.30-38
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    • 2022
  • It is important to grasp biometric data in real time for prompt action in the event of a safety accident at a work site where the risk of safety accidents exists. Among them, blood oxygen saturation is the most important factor in maintaining human life, so real-time oxygen saturation measurement and monitoring is necessary according to the situation as a preemptive response for worker safety management. By receiving real-time bio-signals from workers wearing health and life-risk protective clothing, and sharing and analyzing the worker's risk status in an external system, it is possible to diagnose the worker's current condition and efficiently respond to emergencies that may occur to the worker. In this paper, we propose a wearable oxygen saturation measurement platform technology that can monitor the risk of harmful gases and oxygen saturation of the wearer in real time and ensure the wearer's activity and safety in order to cope with emergency situations at the scene of an accident. If we overcome the limitations identified through the results of the proposed system later and apply improved biodata such as motion correction to the platform, we expect that it will be usable not only in hazardous gas environments, but also in hospitals and homes for emergency patients.

Coupled T-H-M Processes Calculations in KENTEX Facility Used for Validation Test of a HLW Disposal System (고준위 방사성 폐기물 처분 시스템 실증 실험용 KENTEX 장치에서의 열-수리-역학 연동현상 해석)

  • Park Jeong-Hwa;Lee Jae-Owan;Kwon Sang-Ki;Cho Won-Jin
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.4 no.2
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    • pp.117-131
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    • 2006
  • A coupled T-H-M(Thermo-Hydro-Mechanical) analysis was carried out for KENTEX (KAERI Engineering-scale T-H-M Experiment for Engineered Barrier System), which is a facility for validating the coupled T-H-M behavior in the engineered barrier system of the Korean reference HLW(high-level waste) disposal system. The changes of temperature, water saturation, and stress were estimated based on the coupled T-H-M analysis, and the influence of the types of mechanical constitutive material laws was investigated by using elastic model, poroelastic model, and poroelastic-plastic model. The analysis was done using ABAQUS, which is a commercial finite element code for general purposes. From the analysis, it was observed that the temperature in the bentonite increased sharply for a couple of days after heating the heater and then slowly increased to a constant value. The temperatures at all locations were nearly at a steady state after about 37.5 days. In the steady state, the temperature was maintained at $90^{\circ}C$ at the interface between the heater and the bentonite and at about $70^{\circ}C$ at the interface between the bentonite and the confining cylinder. The variation of the water saturation with time in bentonite was almost same independent of the material laws used in the coupled T-H-M processes. By comparing the saturation change of T-H-M and that of H-M(Hydro-Mechanical) processes using elastic and poroelastic material mod31 respectively, it was found that the degree of saturation near the heater from T-H-M calculation was higher than that from the coupled H-M calculation mainly because of the thermal flux, which seemed to speed up the saturation. The stresses in three cases with different material laws were increased with time. By comparing the stress change in H-M calculation using poroelasetic and poroelasetic-plastic model, it was possible to conclude that the influence of saturation on the stress change is higher than the influence of temperature. It is, therefore, recommended to use a material law, which can model the elastic-plastic behavior of buffer, since the coupled T-H-M processes in buffer is affected by the variation of void ratio, thermal expansion, as well as swelling pressure.

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A Fuzzy Robust Controller with Saturation for Robot Manipulators (로봇 매니퓰레이터의 포화요소를 갖는 퍼지견실 제어)

  • Park, H.S.
    • Journal of the Korean Society for Precision Engineering
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    • v.14 no.4
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    • pp.104-109
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    • 1997
  • A robust controller design to corrdinate a robot manipulator under unknown system parameters and bounded disturbance inputs is presented in this paper. Generally, robust controllers require high input torque so that they may face input saturation in actual application due to the power limitation of the actuator. To solve this problem, an improved robust controller with saturated input torque using a fuzzy logic control is proposed. Numerical examples are shown to validate the proposed controller using two degree-of-freedom planar arm.

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Multilphase Flow in Heterogeneous Groundwater Systems (이질적 지하수계에서 다상흐름)

  • 최우희;선우중호
    • Proceedings of the Korea Water Resources Association Conference
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    • 1992.07a
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    • pp.504-505
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    • 1992
  • 이질적 지하수계에서 물과 DNAPL(dense nenaqueous phase liquids)의 동시적 움직임을 연구하기 위한 수직단면 2차원 유한요소모형이 개발되었다. 물과 DNAPL의 흐름방정식은 비포화 영역 뿐만 아니라 연속적으로 모사하기 위하여 유체 압력항으로 형식화하였다. 이들 지배방정식의 비선형성을 다루기 위하여 mass lumping과 수정 Picard 기법이 이용되었고, 수치진동과 분산을 줄이기 위하여 전방가중이 사용되었다. 본 수치모형의 검증은 중력과 모세관 효과를 모두 고려한 McWhoter와 Sudana(1990)의 해석해와 비교함으로써 행하였다. 또한 수치모형의 타당성 검토의 연구는 진행되고 있다.

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