• 환경영향평가
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• 제19권5호
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• pp.511-525
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• 2010

Understanding of the hydraulics of flow over vegetation is very important to support the management of fluvial processes. The objective of this study is to assess the effects of hydraulic influence by tree planting in a compound channel with vegetated floodplain. This study analyzes the influence of tree planting on hydraulic features in Young-river in Munkyung city using HEC-RAS and RMA-2 model. The study results showed that there is a rise in water surface elevation and decrease in velocity near vegetated area. It is also ascertained that only negligible effects was seen within the feasible range of freeboard for the existing levees. However, as hydraulic features can vary depending on the aspect of flood inundation during each flood period, it is necessary to accumulate data through continuous data collecting.

• 한국해양공학회지
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• 제30권5호
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• pp.361-366
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• 2016

The aim of this study was to experimentally investigate the hydrodynamic performance of a hemispheric wave energy converter (WEC) and its wave power takeoff. The WEC is a heaving body-type point absorber with a hydraulic-pump power take-off (PTO) system. The hydraulic PTO system consists of a hydraulic cylinder, hydraulic motor, and generator, with consideration given to the hydraulic pressure and flow rate. Two body model shapes, including the original hemisphere and a bottom-chopped hemisphere, were considered. The heave RAOs of the two models were evaluated for various body drafts. The effects of the hydraulic PTO system on the RAOs were also investigated.

• 자동차안전학회지
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• 제16권1호
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• pp.21-28
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• 2024

Many global car manufacturers in the world are recently developing a variety of electric vehicles in response to demanding market needs. Also, they have adapted the architecture method in order to develop electric vehicles effectively. It is because architecture method can produce various electric vehicles with high profitability. However, when electric vehicles are being developed, brake system has a lot of demanding tasks in relation to deciding specification of brake system because of heavy vehicle weight, narrow power electric room space and large volume of electric hydraulic booster. In this paper, a new approach is proposed for deciding the front and rear brake systems in order to design the brake system of electric vehicles effectively. To do this, we study correlations among vehicle weight, layout of power electric room and volume of electric hydraulic booster. And then, we also study combination of hydraulic braking and regenerative braking which is widely applied to electric vehicles. Finally, we want to contribute to build up modular design of brake system for architecture of electric vehicles through these studies.

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권6호
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• pp.668-676
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• 2017

A two-dimensional numerical investigation is performed to study the influence of slot width of multi-stage stationary floating overtopping wave energy devices on overtopping flow rate and performance. The hydraulic efficiency based on captured crest energy of different device layouts is compared with that of single-stage device to determine the effect of the geometrical design. The results show optimal trends giving a huge increase in overtopping energy. Plots of efficiency versus the relative slot width show that, for multi-stage devices, the greatest hydraulic efficiency is achieved at an intermediate value of the variable within the parametric range considered, relative slot width of 0.15 and 0.2 depending on design layouts. Moreover, an application of adaptive slot width of multi-stage device is investigated. The numerical results show that the overall hydraulic efficiency of non-adaptive and adaptive slot devices are approximately on par. The effect of adaptive slot width on performance can be negligible.

• Geomechanics and Engineering
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• 제6권6호
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• pp.577-592
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• 2014

The methods for estimating in-situ hydraulic conductivity ($k_{hp}$) and coefficient of consolidation ($c_{hp}$) in the horizontal direction from piezocone penetration and dissipation test results have been investigated using test results at two sites in Saga, Japan. At the two sites the laboratory values of hydraulic conductivity ($k_v$) and coefficient of consolidation ($c_v$) in the vertical direction are also available. Comparing $k_{hp}$ with $k_v$ and $c_{hp}$ with $k_v$ values, suitable methods for estimating $k_{hp}$ and $c_{hp}$ values are recommended. For the two sites, where $k_{hp}{\approx}k_v$ and $c_{hp}{\approx}2c_v$. It is suggested that the estimated values of $k_{hp}$ and $c_{hp}$ can be used in engineering design.

• 한국토양비료학회지
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• 제41권5호
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• pp.324-329
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• 2008

A coal mine drainage sludge(designated as CMDS) is mainly generated during physicochemical treatment or electrical purification of the drainage abandoned mine that include dissolved heavy metal. To understand the possibility of an application of the dehydrated CMDS as the landfill cover medium of hygienic a reclaimed ground, an laboratory experiment was performed to investigate the physicochemical and geoengineering characteristics of the dehydrated CMDS. To improve the geoengineering characteristics of the dehydrated CMDS, the liquid limit, plasticity limit test, compaction method test, strength test, and hydraulic conductivity test ware performed with the lithification material mixed sludge. When the mixed ratio of the sludge and the lithification material was more than 1:06, the compaction method was A method, the moisture content less than 33.5%, the strength of mixed sludge was $8.2kg\;cm^{-2}$, the hydraulic conductivity was $2.7\times10^{-6}cm\;sec^{-1}$, the sludge was up to the landfill standard of US Environmental Protection Agency (US EPA).

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.301-310
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• 2006

A series of laboratory tests was carried out for analyzing compaction characteristics of hydraulic fill soils(or hydraulically filled soils). Hydraulic fill soils were settled down by the weight of soil particle itself in water and consolidated by the extraction of water from the soil structures. Water content and dry unit weight were observed as the depth of sedimentation and consolidation soil. It was found from the result that the optimum water content $(W_{cpt})$ of the maximum unit weight$(\gamma_{dmax})$ is higher than that of laboratory compaction test(KS F 2312 A method). It was due to difference in compaction energy and compaction effect between two methods. And the maximum dry unit of hydraulic fill soil is smaller than that of laboratory compaction test. Especially in terms of compaction effect, the maximum relative compaction degrees$(R_{cmax})$ of Seamangum dredged sand, river sand and mixed sand, half and half of dredged and river sands, were 85%, 91% and 86%, respectively. It means that the compaction effect can be $85\sim91%$ of the maximum unit weight in laboratory compaction test.

• 한국산림과학회지
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• 제85권1호
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• pp.120-129
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• 1996

본 연구는 우리 나라 대표적인 향토수종의 하나인 신갈나무의 수분 생리적 특성을 밝히고자 하는 일련의 연구로서, 줄기, 가지, 분지부분, 그리고 정단부 1년생 소지에 있어서 상대수분통도성, Leaf specific conductivity(LSC), Huber value, Specific conductivity, 부위별 평균도관직경, 단위면적당 도관수 등을 측정하여 수체내 수분통도성의 공간적 배치구조(Hydraulic architecture)를 비교 고찰하였다. 1. 신갈나무의 상대수분통도성은 줄기에서 $2.5526{\times}10^{-12}{\sim}1.2260{\times}10^{-10}m^2$, 가지에서 $1.6279{\times}10^{-11}{\sim}6.8378{\times}10^{-11}m^2$의 범위로 나타냈다. 상대수분통도성은 줄기와 가지의 직경이 작아질수록 큰 값을 나타냈다. 정단부 1년생 소지에 있어서는 주지가 측지보다 평균 2배 이상 큰 값을 나타냈다. 2. LSC는 줄기 하부에서 작은 값을 나타냈고, 상부로 갈수록 큰 값을 나타냈다. 그리고 줄기가 가지보다 월등히 큰 값을 보였으며, 분지부분이 가장 작은 값을 나타냈다. 3. 분지부분의 수분통도성값은 분지형태(ㅏ형과 Y형)에 따라 차이를 보였다. ㅏ형의 분지부분에서는 상대수분통도성, LSC, Specific conductivity, 평균도관직경 등이 줄기가 가지 보다 2 배 이상 큰 값을 나타냈고, Y형에서는 1~1.5배 더 컸다. 4. 줄기의 LSC, Specific conductivity, Huber value는 직경이 작아질수록 증가하였다. 5. 정단부 1년생 소지에 있어서 LSC, Huber value, 평균도관직경은 주지가 측지보다 큰 값을 나타냈다. 6. 줄기의 부위별 평균도관직경은 줄기의 직경이 작아질수록 감소한 반면, 단위면적당 도관수($mm^{-2}$)는 많아졌다. 줄기에 있어서 도관직경은 직경이 작아질수록 조재부에서 급격하게, 만재부에서는 완만하게 감소하였다.

• 공학교육연구
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• 제4권2호
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• pp.11-19
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• 2001

기존의 유압실험장치는 단순히 유압회로도만을 구성하도록 되어 있기 때문에 수업시 학생들의 흥미를 유발시키지 못하면서 강의 효과를 떨어뜨리고 있는 실정이다. 따라서, 본 논문에서는 기계공학실험중 유압실험에 관한 공학교육의 효과를 높이기 위해 학생들이 눈으로 쉽게 유동을 파악할 수 있는 유압시스템을 개발하였다. 이를 위하여 유압구성품은 아크릴로 정밀가공을 하여 투명성을 유지시켜 주었고, 기존의 불투명한 관은 투명하면서 유연한 관으로 교체하였다. 유체의 흐름을 눈으로 확인할 수 있도록 적색의 오일을 사용하였다. 더 나아가 제작된 유압장치를 이용하여 이론수업시 OHP와 함께 사용한다면 밸브의 구조를 명확히 이해할 수 있는 장점을 가지고 있다. 개발된 비주얼 유압 시스템을 이용한다면 유압 분야의 기본 이론이나 원리를 쉽게 이해시킬 수 있어 학생들의 학습증진에 기여할 수 있고 교과목의 목적을 충분히 구현할 수 있어 그 교육 효과가 매우 클 것으로 기대된다.

• 한국해양공학회지
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• 제33권1호
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• pp.61-67
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• 2019

Recently, a perforated caisson breakwater with turning wave blocks was developed to improve the water affinity and public safety of a rubble mound armored by TTP. In this study, hydraulic model tests were performed to examine the hydraulic performance of a non-porous caisson and new caisson breakwater with perforated blocks for attacking waves in a small fishery harbor near Busan. The model test results showed that the new caisson was more effective in dissipating the wave energy under normal wave conditions and in reducing the wave overtopping rates under design wave conditions than the non-porous caisson. It was found that the horizontal wave forces acting on the perforated caisson were slightly larger than those on the non-porous caisson because of the impulsive forces on the caisson with the turning wave blocks.