• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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• pp.87-88
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• 2010

A permeability of concrete is a very important factors evaluating durability. So, we are carrying out a lot of relational data bases and experiment regarding a permeability. In order to evaluate a permeability of concrete, we are proceeding study on the water penetration and diffusion in concrete by water pressure. Because a way to evaluate a permeability of concrete has a limit. We will present a good method of evaluating durability of concrete using the water penetration depth of concrete by water pressure. To carry this out, we executed experiment with penetration depth of concrete by water pressure and verified it though FEM analysis.

• 한국해안·해양공학회논문집
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• 제24권3호
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• pp.228-234
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• 2012

비쇄파조건의 2차원 수리실험을 통해 직립식 구조물에 대한 월파량 산정식을 제안하였으며, 본 연구의 결과를 EurOtop(2007)과 비교하였다. 상대수심 영향계수(${\gamma}_{kh}$)를 통해 특정 상대수심 범위(kh > 1.55) 내에서는 상대수심이 증가하여도 거의 동일한 영향계수가 산정됨을 알 수 있었다. 그리고 파형경사의 경우에는 파형경사가 증가함에 따라 월파량 영향계수가 감소하는 것을 알 수 있었다. 월파량 산정식은 상대여유고와 무차원 월파량의 지수함수 형태로 표현하였으며, 상대수심 영향계수 및 파형경사 영향계수(${\gamma}_s$)를 제시하여 주기효과를 정량적으로 고려할 수 있는 월파량 산정식을 제안하였다.

• 한국수자원학회논문집
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• 제36권3호
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• pp.481-494
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• 2003

암거흐름은 지형 및 수리조건에 따라 복잡하고, 다양한 흐름특성을 나타내고 있으며, 이로인해 암거설계는 주로 모노그래프를 이용한 설계방식을 채택하고 있는 실정이다. 이는 개수로 암거의 경우 입구부에서의 수심을 산정하여야 하는 어려움과 복잡한 흐름특성 때문인 것으로 사료된다. 본 연구에서는 사각형 암거 입구부에서의 수심을 베르누이 방정식을 이용하여 결정하였으며, 이를 적용하여 여러 가지 형태의 흐름특성에 따른 암거 설계기준식을 개발하였다. 또한 설계항목을 암거경사${\cdot}$유량${\cdot}$폭${\cdot}$높이로 구분하여 각각의 경우에 대하여 양해법 산정식을 개발하였다.

• 한국농공학회논문집
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• 제50권2호
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• pp.11-16
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• 2008

The effects of water and pesticide management practices on ponded water pesticide concentrations in a paddy plot were analysed using the RICEWQ model. The molinate which is a herbicide widely used in rice culture, and frequently detected in paddy environment was selected. In a previous study, the RICEWQ model was successfully calibrated with field data obtained from a paddy plot in Daegu. The calibrated model was run using water and pesticide management scenarios with a set of measured meteorological data for 1997-2006 in Daegu. For all three ponded water depths with the label rate application, the amount of molinate dissipated in ponded water and volatilized accounted for more than 70%, and the runoff losses were less than 9%. The molinate losses through drainage in the very shallow ponded depth showed 40% less than that in deep ponded depth. Comparing with the deep and shallow ponded depth, the very shallow depth was the best with regards to the reduction of molinate runoff losses. Simulations with different pesticide application rates, label rate and double label rate, showed molinate concentrations in the ponded water increased linearly with the application rate increase.

• 대한공간정보학회지
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• 제15권1호통권39호
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• pp.55-59
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• 2007

본 연구의 목적은 DGPS와 음향측심기를 장착한 소형의 로봇선을 이용하여 저수지의 수심정보를 획득하고 이를 이용하여 담수량을 산정하는데 있다. GPS와 음향측심기를 장착한 로봇선은 무선 인터넷을 이용하여 원격으로 제어된다. 현장실험 결과, 기존의 담수량 데이터와 로봇선의 데이터를 이용하여 산정된 담수량은 6.8% 정도의 차이를 나타냈으며, 이는 저수지 바닥의 퇴적물 때문인 것으로 판단된다. 본 연구에서 개발된 원격측정 로봇선은 수심 및 하상지형 정보를 경제적으로 정확하게 획득하는데 효과적으로 이용될 수 있을 것으로 기대된다.

• 한국물환경학회지
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• 제33권3호
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• pp.311-325
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• 2017

Habitat suitability index (HSI) of 17 benthic macroinvertebrate taxa, which were lotic insects of generic category except Potamanthidae in mayfly, was developed for three physical habitat factors (current velocity, water depth and substrate) based on an ecological monitoring in a Korean stream (Gapyeong). Weibull model was used as a probability density function to analyze the distribution of individual abundance related with physical factors, which showed it was so available. Number of species and total individual abundance increased along with the increase of current velocity and the mean diameter of substrate, and decreased along with the increase of water depth. Most taxa showed a clear preference for a fast current velocity, shallow water depth and coarse substrate except Ephemera, Potamanthidae (mayfly), and Plectrocnemia (caddisfly) which were rheophobic, potamophilic and lithophobious. Based on the canonical correspondence analysis, the relative importance of each factor was determined as follows: current velocity > substrate > water depth.

• Ocean Systems Engineering
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• 제7권4호
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• pp.399-412
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• 2017

The Gauss-Legendre integral method is applied to numerically evaluate the Green function and its derivatives in finite water depth. In this method, the singular point of the function in the traditional integral equation can be avoided. Moreover, based on the improved Gauss-Laguerre integral method proposed in the previous research, a new methodology is developed through the Gauss-Legendre integral. Using this new methodology, the Green function with the field and source points near the water surface can be obtained, which is less mentioned in the previous research. The accuracy and efficiency of this new method is investigated. The numerical results using a Gauss-Legendre integral method show good agreements with other numerical results of direct calculations and series form in the far field. Furthermore, the cases with the field and source points near the water surface are also considered. Considering the computational efficiency, the method using the Gauss-Legendre integral proposed in this paper could obtain the accurate numerical results of the Green function and its derivatives in finite water depth and can be adopted in the near field.

• Geomechanics and Engineering
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• 제22권5호
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• pp.375-384
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• 2020

In this study, the application of conventional cubic law to a deep depth condition was experimentally evaluated. Moreover, a modified equation for estimating the rock permeability at a deep depth was suggested using precise hydraulic tests and an effect analysis according to the vertical stress, pore water pressure and fracture roughness. The experimental apparatus which enabled the generation of high pore water pressure (< 10 MPa) and vertical stress (< 20 MPa) was manufactured, and the surface roughness of a cylindrical rock sample was quantitatively analyzed by means of 3D (three-dimensional) laser scanning. Experimental data of the injected pore water pressure and outflow rate obtained through the hydraulic test were applied to the cubic law equation, which was used to estimate the permeability of rock fracture. The rock permeability was estimated under various pressure (vertical stress and pore water pressure) and geometry (roughness) conditions. Finally, an empirical formula was proposed by considering nonlinear flow behavior; the formula can be applied to evaluations of changes of rock permeability levels in deep underground facility such as nuclear waste disposal repository with high vertical stress and pore water pressure levels.

• 한국태양에너지학회 논문집
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• 제34권2호
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• pp.53-59
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• 2014

Ice Rink is energy intensive building type. Concern of energy saving from buildings is one of very important issues nowadays. New and renewable energy sources for buildings are especially important when we concern about energy supply for buildings. Among new and renewable energy sources, use of seawater for heating and cooling is an emerging issue for energy conscious building design. The options of energy use from sea water heat sources are using deep sea water for direct cooling with heat exchange facilities, and using surface layer water with heat pump systems. In this study, energy consumptions for an Ice Rink building are analyzed according to the heat sources of air-conditioning systems; existing system and sea water heat source system, in a coastal city, Kangnung. The location of the city Kangnung is good for using both deep sea water which is constant temperature throughout the year less than $2^{\circ}C$, and surface layer water which should be accompanied with heat pump systems. The result shows that using sea water from 200m and 30m under sea lever can save annual energy consumption about 33% of original system and about 10% of that using seawater from 0m depth. Annual energy consumption is similar between the systems with seawater from 200m and 30m. Although the amount of energy saving in summer of the system with 200m depth is higher than that with 30m depth, the requirement of energy in winter of the system with 200m depth is bigger than that with 30m depth.

• 한국수자원학회논문집
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• 제31권2호
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• pp.167-176
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• 1998

급사면에 관측정, 텐시오메타, 트렌치 등의 시설을 설치하고 포화대의 형성 과정과 중간류의 유출특성을 관측하여 분석하였다. 사면의 토양이 건조한 때에 내린 강우(총강우량 103mm)에 의해 포화대는 사면 상부 관측정부터 형성되기 시작하여 강우 종료 수 시간 후에 사면 전체에 발달하였다. 이 포화대는 포화대 형성에 필요한 것보다 적은 양의 강우에 의해 형성되었고, 포화대내의 일부 깊이의 토양 수분이 불포화 상태이었기 때문에 포화대는 침투수가 일부 토양만을 포화시켜 형성된 것으로 판단된다. 이 포화대로부터 중간류는 포화대 형성 초기에 0∼40cm 깊이의 토양층을 통해 유출될 뿐 40∼80cm 깊이의 토양층을 통한 유출은 거의 없었다. 사면에 형성된 기존의 포화대의 수위는 강우에 빠르게 반응하며 중간류는 수위상승과 동시에 대부분 40∼80cm 깊이의 토양층을 통해 유출되기 시작하였다. 포화대의 최대 수위가 유사한 4개 강우의 40∼80cm 깊이의 토양층을 통한 중간류 유출률은 선행 강우량과 관계가 있었다.