• 드라이브 ㆍ 컨트롤
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• 제15권2호
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• pp.22-31
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• 2018

This study deals with verifying the design feasibility, of an independently driving hydraulic system for disaster response purposes, through an analytical approach. The development target is a system in which four traveling motors are driven independently, and must be easy to operate even under conditions in which different loads are applied to the traveling motors. In order to be suitable for complex work, the hydraulic system was designed using the main control valve with a pressure compensation function. If we can develop an analytical model that reflects the specifications and functions of the parts through the analysis program, we can verify the validity of the design before we make the prototype. The purpose of this study therefore, is to verify the feasibility of designing an independent drive hydraulic system through the development of an analysis model from the viewpoint of complex work. The analysis program uses Simulation X.

• 한국환경과학회지
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• 제28권9호
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• pp.737-749
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• 2019

In this study, the sensitivity analysis of hydraulic conductivity and separation distance (distance between injection well and pumping well) was analyzed by establishing a conceptual model considering the hydrogeologic characteristics of facility agricultural complex in Korea. In the conceptual model, natural characteristics (topography and geology, precipitation, hydraulic conductivity, etc.) and artificial characteristics (separation distance from injection well to pumping well, injection rate and pumping rate, etc.) is entered, and sensitivity analysis was performed 12 scenarios using a combination of hydraulic conductivity ($10^{-1}cm/sec$, $10^{-2}cm/sec$, $10^{-3}cm/sec$, $10^{-4}cm/sec$) and separation distance (10 m, 50 m, 100 m). Groundwater drawdown at the monitoring well was increased as the hydraulic conductivity decreased and the separation distance increased. From the regression analysis of groundwater drawdown as a hydraulic conductivity at the same separation distance, it was found that the groundwater level fluctuation of artificial recharge aquifer was dominantly influenced by hydraulic conductivity. In the condition that the hydraulic conductivity of artificial recharge aquifer was $10^{-2}cm/sec$ or more, the radius of influence of groundwater level was within 20 m, but In the condition that the hydraulic conductivity is $10^{-3}cm/sec$ or less, it is confirmed that the radius of influence of groundwater increases sharply as the separation distance increases.

• 터널과지하공간
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• 제29권5호
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• pp.318-331
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• 2019

본 연구에서는 3차원 불연속균열망을 이용하여 불연속 암반을 모사하여 스미어드 균열 모델을 적용한 불연속 암반의 등가연속체 해석기법에 대해 연구를 실시했다. 연속체 해석 코드인 FLAC3D를 이용하여 모델링을 수행하였고, 해당 적용 모델의 신뢰성을 검증하기 위해 불연속체 해석에 널리 사용되는 3DEC 코드를 통해 모델의 메쉬 사이즈, 불연속면의 밀도 및 불연속면의 간극에 대한 민감도 분석을 함께 실시하여 제안 모델의 신뢰성을 검증할 수 있었다. 본 논문에서 제안된 등가연속체 해석기법을 이용한 불연속 암반의 수리해석에 대한 연구결과는 교통 터널, 석유비축기지, 방사성폐기물 처분장 등의 지하 구조물 설계 및 건설 분야에 기초자료로 활용될 것이라고 판단된다.

• 한국시뮬레이션학회논문지
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• 제27권2호
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• pp.11-24
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• 2018

본 연구는 한국형 유압드릴에 적합한 고출력 드리프터 개발을 위해 해석모델 개발 및 설계변수 민감도 분석을 목표로 한다. 이러한 연구는 설계변수 민감도 분석을 통하여 각각의 설계인자들이 타격성능에 미치는 영향을 파악함으로써 타격성능 및 안정성 향상을 위한 최적화 작업에 기틀을 마련하는 연구이다. 본 연구를 진행하는 순서는 다음과 같다. 먼저 드리프터의 동역학 해석모델을 개발하고 해석결과와 실험결과를 비교하여 해석모델의 신뢰성을 확보한다. 그 후 한국형 유압드릴에 적합하도록 드리프터를 재설계하며, 마지막으로 재설계된 드리프터의 설계변수 민감도 분석을 실시하여 타격성능에 미치는 영향을 파악하고 상위민감도를 가진 변수들을 추출한다. 드리프터의 해석모델은 다물리 해석 소프트웨어인 SimulationX를 사용하여 모델링 하였으며, 설계변수 민감도 분석은 EasyDesign을 사용하여 진행하였다.

• International Journal of Control, Automation, and Systems
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• 제1권4호
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• pp.484-494
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• 2003

In this paper, we describe a hydraulic system design and vehicle dynamic modeling for development of tire roller traction, an essential aspect in the system analysis of tire rollers. Generally, tire rollers are one of the most useful types of machines employed in road construction, technically applied to many construction fields. We also conceptualize a new hydraulic and driving system as well as define the motion equations for dynamic and hydraulic analysis. First, we design the hydraulic circuit of the steering control and driving machine system, which can be employed to advance the performance of the lateral control, creating a prototype of construction equipment. Second, we formulate the hydraulic steering system model and hydraulic driving system model through tire roller system development technology. Finally, we validate the acquired performance results in actual tire roller equipment using the data acquisition system. These results may perhaps facilitate the establishment of priorities and design strategies for incremental introduction of tire roller technology into the vehicle and construction field.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권4호
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• pp.87-97
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• 2020

In this study, the applicability of the geostatistical evolution strategy as an inverse analysis method of estimating hydraulic properties of small-scale basin was tested. The geostatistical evolution strategy is a type of data assimilation method that can effectively estimate aquifer hydraulic conductivity by combining a global optimization model of the evolution strategy and a local optimization model of the ensemble Kalman filtering. In the applicability test, the geometry, hydraulic boundary conditions, and the distribution of groundwater monitoring wells of Hanlim-Eup were employed. On the other hand, a synthetic hydraulic conductivity distribution was generated and used as the reference property for ease of estimation quality assessment. In the estimations, two different cases were tested where, in Case I, both groundwater levels and hydraulic conductivity measurements were assumed to be available, and only the groundwater levels were available, in Case II. In both cases, the reference and estimated hydraulic conductivity fields were found to show reasonable similarity, even though the prior information for estimation was not accurate. The ability to estimate hydraulic conductivity without accurate prior information suggests that this method can be used effectively to estimate mathematical properties in real-world cases, many of which little prior information is available for the aquifer conditions.

• Geomechanics and Engineering
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• 제13권6호
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• pp.947-961
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• 2017

An innovative spiral variable-section capillary model is established for piping critical hydraulic gradient of cohesion-less soils causing water/mud inrush in tunnels. The relationship between the actual winding seepage channel and grain-size distribution, porosity, and permeability is established in the model. Soils are classified into coarse particles and fine particles according to the grain-size distribution. The piping critical hydraulic gradient is obtained by analyzing starting modes of fine particles and solving corresponding moment equilibrium equations. Gravities, drag forces, uplift forces and frictions are analyzed in moment equilibrium equations. The influence of drag force and uplift force on incipient motion is generally expounded based on the mechanical analysis. Two cases are studied with the innovative capillary model. The critical hydraulic gradient of each kind of sandy gravels with a bimodal grain-size-distribution is obtained in case one, and results have a good agreement with previous experimental observations. The relationships between the content of fine particles and the critical hydraulic gradient of seepage failure are analyzed in case two, and the changing tendency of the critical hydraulic gradient is accordant with results of experiments.

• Journal of Biosystems Engineering
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• 제40권2호
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• pp.95-101
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• 2015

Purpose: During the start-up period, the response time of a hydraulic system increases in the winter because of the increased oil viscosity caused by the cold weather. The problems of delayed tractor starting and excessive wear of the clutch disk occur for these reasons. Therefore, this study develops an analysis model using the commercial hydraulic analysis program AMESim to examine the characteristics of delays in power shuttle starting at different oil temperatures. Methods: In the experiment, a tractor was stationary on a flat surface with the engine running at a constant speed of 1,080 rpm. The forward lever was then pressed to activate the power shuttle at three different oil temperatures, and the pressure changes were measured. The pressure on the forward clutch control valve was measured by a pressure gauge installed on the hydraulic line supplied to the transmission from the main valve. An analysis model was also developed and verified with actual tests. Results: The trend of the simulated pressures of the power shuttle is similar to that of the measured pressures, and a constant modulation period was observed in both the simulation and test results. However, the difference found between the simulation and test results was the initial pressure required to overcome the initial force of the clutch spring. Conclusions: This study also examines the characteristics of the delayed startup of the power shuttle at different oil temperatures through simulations.

• 한국지반공학회논문집
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• 제38권3호
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• pp.27-34
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• 2022

지반내 물의 흐름은 입자 사이의 공극 분포에 의존하므로 입자의 크기를 이용한 수리학적 물성치의 예측은 정확도가 낮다. 본 논문은 Silveria의 방법을 이용하여 입도분포곡선으로부터 수축 공극크기분포를 산정하고, 포화-불포화 수리학적 물성치를 산정하는 방법을 제시하였다. 입도분포가 양호한 흙은 단봉의 공극크기분포를 보이고, 입도분포가 불량한 흙은 쌍봉의 공극크기분포를 보였다. 공극크기분포를 이용한 이론적 포화투수계수 모델식 중에서 Marshall 모델이 실내실험결과와 가장 부합되었다. 불포화토 수리해석에 필요한 함수특성곡선과 불포화투수계수에 대한 모델식을 공극크기분포를 이용하여 제안하였다. 개발된 모델식을 다양한 흙에 적용하여 수리학적 물성치의 예측에 적합한 모델을 선정하는 지속적인 연구가 필요하다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.715-718
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• 2008

In this study, we analyzed the hydraulic characteristics of rivers by dam discharge change affecting in the river environment. To do this, survey variability of the Soyanggang dam discharge. We analyzed hydraulic characteristics of rivers by the discharge using HEC-RAS model(linear dimension) and RMA2 model(two-dimension) and show the results.