• Journal of Korea Water Resources Association
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• v.45 no.4
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• pp.349-360
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• 2012

A horizontally curvilinear non-hydrostatic free surface model that was applicable to three-dimensional viscous flows was developed. The proposed model employed a top-layer equation to close kinematic free-surface boundary condition, and an isotropic k-${\varepsilon}$ model to close turbulence viscosity in the Reynolds averaged Navier-Stokes equation. The model solved the governing equations with a fractional step method, which solved intermediate velocities in the advection-diffusion step, and corrects these provisional velocities by accounting for source terms including pressure gradient and gravity acceleration. Numerical applications were implemented to the wind-driven currents in a two-dimensional closed basin, the flow in a steep-sided trench, and the flow in a strongly-curved channel accounting for secondary current by the centrifugal force. Through the numerical simulations, the model showed its capability that were in good agreement with experimental data with respect to free surface elevation, velocity, and turbulence characteristics.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.4
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• pp.81-88
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• 2010

As there occurs recently and frequently a flash flood due to the climate change, a sudden local flood of great volume and short duration caused by heavy or excessive rainfall in a short period of time over a small area, it is increasing that significant danger and loss of life and property in Korea as well as the whole world. Since a flash flood usually occurs as the result of intense rainfall over small steep slope regions and has rapid runoff and debris flow, a flood rises quite quickly with little or no advance warning to prevent flood damage. The aim of this study is to quantify the severity of flash food by estimation of a flash flood index(FFI) from probability rainfall data in a study basin. FFI-D-F(FFI-Duration-Frequency) curves that present the relative severity of flash flood are developed for a study basin to provide regional basic information for the local flood forecasting and warning system particularly in ungauged catchments. It is also expected that FFI-D-F curves can be utilized for evaluation on flash flood mitigation ability and residual flood risk of both existing and planned flood control facilities.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.477-477
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• 2018

하천의 제방은 하천수의 범람을 방지하기 위하여 인공적으로 만든 구조물로서, 유수의 흐름을 일정하게 하고 자연재해에 대하여 제내지를 보고하기 위한 목적도 있다. 제방은 제내지와 제외지의 수위차로 인해 발생하는 파이핑, 제방의 월류, 사면의 탈락 등으로 파괴가 발생되고, 제방의 파괴는 제내지의 인명, 토지, 건물 등에 많은 피해가 발생한다. 이러한 제방의 파괴를 방지하기 위하여 제방 사면의 호안, 차수벽, 수제 등을 설치하고 있으며, 구조물 외에도 제방 응급복구를 위한 모래주머니, 비탈면 보호 시설 등을 이용한 피해방지에 대한 대책을 세우고 있다. 제방 구조물의 대부분은 콘크리트를 이용한 고강도 재료를 사용하여 설치되고 있으며, 재료의 환경성에 대한 문제점이 대두되어 왔다. 이에 따라 코코넛껍질을 이용한 사면 보호공, 고강도 식생매트를 이용한 사면 보호 등 친환경 재료를 이용한 사면보호 공법에 대한 연구들이 다양하게 진행되어 왔다. 본 연구에서는 미생물을 이용하여 사면을 보호하기 위한 블록 및 피복기법에 대한 연구를 진행하고 있으며, 다양한 환경성 및 무독성 검증도 병행중에 있다. 그 중 본 연구에서는 신소재와 황토, 모래, 석고를 다양한 비율로 조합하여 블록으로 활용하기 위한 일축압축 강도 실험을 수행하였으며, 신소재의 소류력 저항능력을 실험하기 위하여 안동 하천실증연구센터의 급경사 수로에 신소재를 피복한 시험구를 조성하고 5m/s 이상의 유속에서 저항능력 실험을 수행하였다. 본 연구에서는 본 실험 결과를 기반으로 하여 추후 다양한 친환경 재료를 이용한 조합을 통해 기존 콘크리트 블록에 준하는 강도를 발현할 수 있는 신소재 블록의 개발을 목표로 하고 있다.

• Journal of the Korean Geophysical Society
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• v.5 no.2
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• pp.111-129
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• 2002

Generally, investigation methods of cut slope are conucted only geological surface survey to gain engineering geological data of cut slopes. These methods have many problems such as limitations of investigation for a special area. So geophysical investigations such as geotomography, seismic and electrical resistivity methods have been used to search for failure surface in potential failure slopes or failed slopes. But investigation method using the borehole camera is recently a used method and it is thought that this method is more reliable method than other investigation methods because of being able to see by the eyes. Therefore, this paper was conducted investigations of borings and BIPS(Borehole Image Processing System) to search for potential sliding surfaces and was applied to obtain information of discontinuity on failed and potential failure slope in highway. As the results of BIPS, we could decide potential sliding surface in the slope, conducted to check slope stability and decided slope stability measures.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2003.05a
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• pp.414-417
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• 2003

유역의 경사가 비교적 급하고, 소규모 축산농가의 미처리된 축산폐수 및 농경지 배수, 산재된 마을하수 등 비점오염원의 유출이 강우시 집중적으로 이루어지는 중산간 농업용 저수지의 수질개선을 위한 공법으로 부영양화된 충남 아산 마산저수지의 유입부에 조성한 저류지를 이용한 수질개선효과 및 물질분해자로서 미생물학적 특성을 2000년부터 2002년까지 3년간 연구함으로서 향후 유사한 농업용저수지의 수질개선 방안으로 실용화 가능성을 모색하고자 하였다. 그 결과 수질정화효과는 총질소와 총인 등 영양염류의 정화효과가 비교적 우수하게 나타났으며, 유기오염물질로서 BOD, COD, SS 등은 평균 수질정화효과는 (-)의 값을 보여주었으나, 강우기에는 정화효율이 높게 나타났다 또한, 저류지의 물질 침전기능 외 오염물질의 활발한 분해작용을 살펴보고자 세균 분포 특성을 조사한 결과 유입수와 저류지, 저수지 각각의 수체에서 조사된 총세균수 및 총세균수에 대한 진정세균수의 비율이 유입수<저류지<유출수의 순으로 나타나 저류지의 유기물질 분해 활성이 높음을 보여주고 있다. 따라서 저수지 유입부에 조성한 저류지의 수질개선효과는 강우시 입자성 유기물질의 효과적 제거 뿐만아니라 영양염류의 제거효과, 특히 질소의 제거효과가 높은 정화기구로서 설치비용이 적고, 유지관리가 간단한 특성을 살려 유사한 중규모 농업용저수지의 수질개선 기법으로 널리 활용할 가치가 있음으로 사료된다.

• Water for future
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• v.29 no.5
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• pp.139-150
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• 1996

This paper presents the effect of numerical parameters, such as grid size and grid ratio, on the outflow hydrograph of a unit-width plane in the linear Muskingum-Cunge method. The numerical results depend on Courant number C and cell Reynolds number D, two physically and numerically meaningful parameters. As C approache 1 and D increases, the numerical dispersion-relating oscillations are difficult to occur. The numerical oscillations occur in the front of a propagating wave for C < 1, while smaller oscillations occur behind the wave for C > 1 due to the numerical diffusion effect. For a plane with a small value of characteristic reach length L (e.g., a steep plane), the numerical solution of the Muskingum-Cunge method is similar to that of the kinematic wave method, which shows no wave attenuation. However, for a plane with a large value of L (e.g., a mild plane), the Muskingum-Cunge method leads to the diffusion waves which are essentially independent of the Courant number. Accordingly, the Muskingum-Cunge method will be suited for the routing of the catchment with relatively mild slopes.

• Proceedings of the Plant Resources Society of Korea Conference
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• 2022.09a
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• pp.60-60
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• 2022

우리나라에 분포하는 팥꽃나무과(Thymelaeaceae) 산닥나무속(Wikstroemia) 식물은 산닥나무[Wikstroemia trichotoma (Thunb.) Makino], 거문도닥나무[W. ganpi (Siebold & Zucc.) Maxim.] 2종이 분포하고 있다. 산닥나무는 낮은 산지의 그늘진 계곡에서 주로 자생하며, 거문도닥나무는 임연부에서 주로 자생하는 것으로 알려져 있다. 현재 우리나라에 남아있는 자생지는 기후변화, 남획 등을 이유로 과거에 비하여 축소되어 유전자원의 현지 내·외 보전이 적극적으로 권장된다. 따라서 본 연구에서는 삼지닥나무, 산닥나무, 거문도닥나무의 생육환경 특성을 파악하여 보존 및 증식을 위한 기초자료로 활용하는 데 그 목적이 있다. 연구 결과, 확인된 자생지는 3지역 7개소로 산닥나무는 순천지역, 영암지역, 거문도닥나무는 고흥지역에 자생하는 것으로 확인되었다. 산닥나무는 해발고도 72-248 m, 사면 방위는 북사면, 동사면, 경사는 30-55°의 급경사지에서 주로 자생하는 것으로 확인되었으며, 방형구(10×10 m) 내 개체수는 8-20 개체가 확인되었다. 거문도닥나무는 해발고도 65-76 m, 사면방위는 동사면, 경사는 20-60°, 개체수는 15-25 개체가 확인되었다. 군집분석은 지표종 분석을 통해 가장 유의한 2개 군집으로 나뉘었으며, 산닥나무는 소나무 군집(Pinus densiflora Sieblod & Zucc.), 거문도닥나무는 곰솔(Pinus thunbergii Parl.) 군집으로 확인되었다. 군집의 안전성, 다양성을 나타내는 척도인 종다양성, 최대종다양도, 균재도 및 우점도지수는 소나무 군집 1.2303, 1.2788, 0.9621, 0.0389, 곰솔 군집이 1.1821, 1.2359, 0.9552, 0.0448로 확인되었다.

• The korean journal of orthodontics
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• v.26 no.3
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• pp.267-279
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• 1996

This study was investigated the changes during treatment and retention period in the Class III malocclusion patients and explored the correlationship between factors that showed relapse tendencies and pre-treatment skeletal pattern and the changes during treatment period. Numbers of total sample were 24 and their Hellman's dental age at the start of treatment was over III B and were retained at least over 1 year 6 months. The following conclusion were obtained by comparing the differences between treatment period and retention period, and after analysing the correlationship of factors that manifested relapse tendencies. 1. The angles formed by FH plane and occlusal plane, FH plane and mandibular plane, and mandibular incisor and mandibular plane changes showed rebound effect during retention period and among them occlusal plane angle and IMPA show reverse correlationship. 2. Upward displacement of the occlusal plane at the end of treatment has returning tendency, is proportional to the displacement during treatment period, but the angle between maxillary and mandibular 1st molar to its basal bone have been constantlsy maintained during the retention period. 3. Mandibular plane decrease during retention period and downward backward rotation during treatment period show correlationship.

• Geophysics and Geophysical Exploration
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• v.7 no.4
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• pp.234-244
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• 2004

In order to calculate 3-dimensional wavefield using finite-element method in frequency domain, we must factor so huge sparse impedance matrix. Because of difficulties of handling of this huge impedance matrix, 3-dimensional wave equation modeling is conducted mainly in time domain. In this study, we simulate the 3-D wavefield using finite-element method in Laplace domain by combining high-performance parallel finite-element solver and SWEET (Suppressed Wave Equation Estimation of Traveltime) algorithm which can calculate the traveltime and the amplitude. To verify this combination, we applied it to the SEG/EAGE 3D salt model in serial and parallel computing environments.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.2
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• pp.479-492
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• 2014

In this study, was proposed a numerical scheme imposing exact solutions as the internal boundary conditions for the shallow-water flows over a discontinuous transverse structure such as a step. The HLLL approximate Riemann solver with the MUSCL was used for the test of the proposed scheme. Very good agreement was obtained between simulations and exact solutions for various problems of the shallow-water flows over a step. In addition, results by the numerical model showed good agreement with those of dam-break experiments over a step and stepped chute one. Developed model can simulate the shallow-water flows over discontinuous bottom such as a drop structure without additional rating curve or topography smoothing. Given the proper evaluations for the flow resistance by a step and the energy loss by the nappe flow in the future, could be simulated flooding and drying of the shallow-water flows over discontinuous topography such as a weir or the river road with retaining wall.