• 한국지리정보학회지
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• 제5권2호
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• pp.25-33
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• 2002

위성영상과 수치모델을 이용하여 낙동강유출 부유토사의 확산범위를 구해 낙동강유출수의 영향권을 간접적으로 이해하고자 하였다. 수심을 적분한 2차원모델을 이용하여 유속장 계산 결과를 보면 창조시 부산에서 진해만과 거제도방향으로 흐름이 보였으며, 낙조시에는 창조시와 반대의 흐름을 보였다. 유속의 크기는 외양이 연안보다 크게 나타났다. 12시간 조시 평균에 의한 잔차류는 남서에서 북동방향의 흐름이 우세하게 나타났으며, 가덕도 동안에서는 동쪽으로 향하는 흐름이 나타났다. 이와 같은 유속장을 기반으로 부유토사의 확산 정도를 라그랑지 방법인 수치추적자 방법을 이용하여 구했다. 그 결과, 낙동강유출 부유토사의 범위는 가덕도 동안에서 부산방향으로 나타났다. SeaWiFS와 LANDSAT위성자료로 추정한 낙동강 유출부유토사의 확산범위는 수치모델의 결과와 비슷한 양상을 나타내었다.

• 환경영향평가
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• 제21권1호
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• pp.25-39
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• 2012

This study was aimed to assess the effects of additional installation of two different types of weirs, one is a curtain-type weir and another is a submerged-type weir, on the control of algal growth in Daechung Reservoir. A two-dimensional(2D) coupled hydrodynamic and eutrophication model that can accommodate vertical movement of the curtain weir following the water surface variations was verified using field data obtained in two distinctive hydrological years; dry(2008) and wet(2010). The model adequately simulated the temporal and spatial variations of water temperature, nutrients and algal(Chl-a) concentrations during the periods. The effectiveness of curtain weir on the control of algal bloom was evaluated by applying the model to 2001(dry year) and 2010 assuming 6 different scenarios according to installation locations. The curtain weirs that already installed at 3, 5, 7 sites(scenario C-2) showed significant effect on the control of algal growth in the reservoir; the reduction rates of algal concentration were placed in the range of 7.5~31.5% and 9.1~44.9% for 2001 and 2010, respectively. However the simulation results revealed that additional installation of curtain weirs(scenario C-3~C-6) in the bay area (choosori) have marginal effect. The effectiveness of submerged weir was evaluated against 2010 assuming 7 different scenarios according to installation locations, but all scenarios(S-1~S-7) showed neglectable or negative effect on the control of algal growth.

• 대한원격탐사학회지
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• 제37권3호
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• pp.419-430
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• 2021

신속하게 면단위(2-Dimension)로 하천의 녹조 우심지역을 관측하기 위해 드론 다중분광영상을 이용한 분석기법을 연구하였다. 드론은 항공기나 위성에 비해 관측 면적이 작지만 높은 공간해상도와 현장접근 및 데이터 획득 용이성, 대기에 의한 간섭 저감, 다중분광센서를 이용한 신속한 자료처리로 녹조 모니터링 효율성을 향상시킬 수 있을 것으로 보고 있다. 이러한 드론의 다중분광센서 영상으로 하천의 녹조발생 현황을 모니터링하기 위해 광합성 색소에 의한 분광특성을 반영하는 분광지수들을 비교 분석하고 Chlorophyll-a(Chl-a) 농도 추정식에 적용 가능성을 평가하였다. 주로 Red-edge 밴드를 포함하는 분광지수가 Chl-a 농도와 높은 상관성을 보였는데, 그 중에서도 3-Band Model(3BM), Normalized Difference Chlorophyll Index(NDCI)가 각각 비슷한 수준으로 가장 높은 통계적 유의성(R²=0.86, RMSE=7.5)을 나타내었다. NDCI의 경우에는 두 개의 분광밴드만 적용되는 간결한 수식과 정규화된(Normalizing) 결과값으로 신속하고 표준화된 프로세싱이 가능할 것으로 보이며 드론 녹조 모니터링에서 적용성이 높을 것으로 기대된다. 3BM의 경우에는 Red-edge 영역에서 두 개의 파장대를 적용해야 하나 본 연구에서 사용한 드론 센서에는 한 개의 Red-edge 밴드만 포함되어서 근적외선으로 대체하여 수식을 적용하였는데 Red-edge 파장영역이 세밀한 분광센서를 활용할 경우에 NDCI 보다 높은 정확도를 나타낼 수 있을 것으로 보인다.

• 자원환경지질
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• 제24권4호
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• pp.409-419
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• 1991

본 연구에서는 북부 미시간지역에 분포하는 세개의 troughes (Marquette, Republic, and Michigan River troughes)가 만나는 지역의 tectonic evolution을 해석하기 위한 stress의 방향 및 변성퇴적암류의 분포를 이해하는데 도움을 주기위하여, 중력탐사를 통하여 연구지역의 기반암구조 및 이를 피복하고 있는 변성퇴적암과의 관계를 해석하였다. 연구지역은 시생대 기반암(Precambrian W)을 원생대의 변성퇴적암이 부정합으로 덮고 있으며, 이들 암석군들은 현저한 밀도의 차이를 보여 본역의 지각구조를 설명하는데 있어서 중력탐사가 효과적이다. $380km^2$에 걸친 연구지역에 340개의 중력기점을 설정하여 측정된 중력은 표준중력 보정과정을 통하여 중력이상도를 작성하였다. Trough내에 퇴적되어 있는 변성퇴적암류를 따라 positive anomaly가 세 trough들의 축을 따라 나타난다. 각 trough들의 지하구조는 Talwani 방법에 의하여 modelling되었으며, 이들의 심도 또한 계산되었다. 그 결과로 Marquette trough는 비대청형으로 남쪽사면에 비하여 북쪽사면이 급경사를 이루고 있다. 세 trough가 합류하는 지점의 기반암구조는 대체로 평평하며, 이것으로 미루어 이 trough들이 거의 동시에 생성되었음을 시사해준다.

• 한국방재학회 논문집
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• 제9권2호
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• pp.59-68
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• 2009

현재 세종시 예정 지역의 수변경관 개선과 친수공간 조성을 위하여 금남교 하류 1.16 km 지점에 수위유지시설을 설치하는 것을 고려하고 있다. 본 연구는 수위유지시설의 설치로 인한 하천의 홍수위험을 검토함으로써 홍수로부터 안전한 수위유지시설의 규모를 제시하고자 한다. 이를 위해 대상구간의 200년 빈도 홍수량에 대하여 수치해석을 실시하였으며, 1차원 HEC-RAS와 2차원 FESWMS 모형을 이용하여 수위유지시설의 설치 높이에 따른 홍수위 변화를 비교 분석하였다. 모의 결과 수위유지시설의 설치 높이가 5m까지는 홍수로부터 안전한 것으로 분석되었으며, 횡방향 수치해석이 가능한 2차원 모형에서 보다 정교한 결과를 얻을 수 있었다. 이러한 연구결과는 향후 적절한 수위유지시설의 규모를 결정하는데 있어 활용될 수 있을 것으로 사료된다.

• Smart Structures and Systems
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• 제19권1호
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• pp.39-46
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• 2017

Finite element model updating is very effective procedure to determine the uncertainty parameters in structural model and minimize the differences between experimentally and numerically identified dynamic characteristics. This procedure can be practiced with manual and automatic model updating procedures. The manual model updating involves manual changes of geometry and analyses parameters by trial and error, guided by engineering judgement. Besides, the automated updating is performed by constructing a series of loops based on optimization procedures. This paper addresses the ambient vibration based finite element model updating of long span reinforced concrete highway bridges using manual model updating procedure. Birecik Highway Bridge located on the $81^{st}km$ of Şanliurfa-Gaziantep state highway over Firat River in Turkey is selected as a case study. The structural carrier system of the bridge consists of two main parts: Arch and Beam Compartments. In this part of the paper, the arch compartment is investigated. Three dimensional finite element model of the arch compartment of the bridge is constructed using SAP2000 software to determine the dynamic characteristics, numerically. Operational Modal Analysis method is used to extract dynamic characteristics using Enhanced Frequency Domain Decomposition method. Numerically and experimentally identified dynamic characteristics are compared with each other and finite element model of the arch compartment of the bridge is updated manually by changing some uncertain parameters such as section properties, damages, boundary conditions and material properties to reduce the difference between the results. It is demonstrated that the ambient vibration measurements are enough to identify the most significant modes of long span highway bridges. Maximum differences between the natural frequencies are reduced averagely from %49.1 to %0.6 by model updating. Also, a good harmony is found between mode shapes after finite element model updating.

• 환경영향평가
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• 제16권6호
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• pp.421-432
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• 2007

To investigate temporal and spatial variations of hydrodynamics and environmental conditions in Gyeonggi Bay, including Han River estuary, numerical experiments were performed using 3-dimensional fine grid numerical ocean model. The model successfully reproduced the physical phenomena already known in Gyeonggi Bay where tide and fresh water discharge are dominant forcings. The calculated harmonic constants of tide and tidal current agreed well with those of observations at nine tide stations and two tidal current stations. Tidal asymmetries along the Yeomha Waterway, mainly caused by non-linear effect, were well reproduced and agreed well with observations. Time series of salinity at four stations(A, B, C and D) and horizontal distributions of monthly averaged salinity show that Gyodong and Seokmo Waterways play an important role in fresh water discharge into the Gyeonggi Bay rather than Yeomha Waterway.

• Geomechanics and Engineering
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• 제20권1호
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• pp.55-66
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• 2020

The damage or failure of coal rock is accompanied by energy accumulation, dissipation and release. It is crucial to study the energy evolution characteristics of coal rock for rock mechanics and mining engineering applications. In this paper, coal specimens sourced from the Xinhe mine located in the Jining mining area of China were initially subjected to uniaxial compression, and the micro-parameters of the two-dimensional particle flow code (PFC^2D) model were calibrated according to the experimental test results. Then, the PFC^2D model was used to subject the specimens to substantial uniaxial compression, and the energy evolution laws of coal specimens with various schemes were presented. Finally, the elastic energy storage ratio m was investigated for coal rock, which described the energy conversion in coal specimens with various arrangements of preformed holes. The arrangement of the preformed holes significantly influenced the characteristics of the crack initiation stress and energy in the prepeak stage, whereas the characteristics of the cumulative crack number, failure pattern and elastic strain energy during the loading process were similar. Additionally, the arrangement of the preformed holes altered the proportion of elastic strain energy U_e in the total energy in the prepeak stage, and the probability of rock bursts can be qualitatively predicted.

• 한국해양공학회지
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• 제16권5호
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• pp.15-20
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• 2002

In this research, the finite difference lattice Boltzmann method(FDLBM) is used to analyze gravity currents in the lock exchange configuration that occur in many natural and man-made situations. At a lock those are seen when a gate is suddenly opened, and, in the atmosphere, when the thunderstorm outflows make a cold front. At estuaries in the ocean, the phenomenon is found between fresh water from a river and salt water in the sea. Since such interesting phenomena were recognized, pioneers have challenged to make them clear by conducing both experiments and analysis. Most of them were about the currents of liquid or Boussinesq fluids, which are assumed as incompressible. Otherwise, the difference in density of two fluids is small. The finite difference lattice Boltzmann method has been a powerful tool to simulate the flow of compressible fluids. Also, numerical predictions using FDLBM to clarify the gravity currents of compressible fluids exhibit all features, but typically observed in experimental flows near the gravity current head, including the lobe-and-cleft structure at the leading edge.

• 한국물환경학회지
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• 제30권1호
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• pp.31-43
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• 2014

Recently, Andong Reservoir and Imha Reservoir located in Nakdong River basin (Korea) are being connected by a tunnel (length 2km, diameter 5.5m) for a conjunctive use. The objectives of this study were to construct a two dimensional(2D) laterally-averaged model for two reservoirs, and examine the effects of connection on the water transportation and temperature stratification in the reservoirs. The 2D models for each reservoir were calibrated using field data obtained in 2006, and applied to the linked system for the year of 2002 when a severe flood intruded into Imha Reservoir during the typhoon Rusa. Simulation results showed that 364 million $m^3$ of water can be conveyed from Imha to Andong, while 291 million $m^3$ of water from Andong to Imha after connection. It resulted in 1.38 m increase of annual averaged water level in Andong Reservoir, whereas 3.75 m decrease in Imha Reservoir. The structures of thermal stratification in both reservoirs were influenced in line with the flow exchanges. In Andong Reservoir, the location of thermocline moved upward about 10 m compared to an independent operation. The results imply that the persistent turbidity issue of Imha Reservoir might be shifted to Andong Reservoir during a severe flood event after connection.