• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.441-441
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• 2011

정부에서 기후변화로 인한 홍수와 가뭄, 수질개선 등 물 문제 해결을 위해 시행하고 있는 4대 강사업을 아직도 언론이나 환경단체, 대다수의 국민들이 보 건설로 인해 홍수의 위험성이 높아지고, 수질이 악화되어 생태계와 생명이 파괴된다고 오해하고 있다. 이런 오해를 불식시키기 위해 남한강유역의 보 건설 공사 전 후의 발생 가능한 수리변화 예측을 통하여 4대강사업에 따른 수리 수질 논란에 대비하고, 기존의 수위-유량 곡선식 및 홍수분석시스템 변화에 따른 개선을 통하여 보 건설 후 댐과 보의 운영시 각 보 지점의 수리분석을 통해 적절한 방류 규모, 시기를 결정하고 하류영향을 효과적으로 분석하는 등 환경변화에 대한 사전 대책마련을 위해 EFDC 모형을 구축하였다. 본 연구는 한강유역의 팔당댐을 기준으로 북한강 10km, 경안천 10km, 남한강 65km 구간의 공사 전 후 수위변화를 분석하기위해 남한강 유역의 2006년도부터 2010년까지의 여주, 이포, 양평 수위국의 최고수위 기간을 조사하여, 최고기간인 2006년 7월 15일부터 17일에 발생한 태풍 에위니아의 첨두유량(13,022CMS)을 사용하였고, 하천단면 측량자료는 2010년에 실시한 보 공사구간 횡단면도와 준설 후 계획 횡단면도와 과거 측량자료를 이용하였고, 총 3,794개의 격자망을 평균 $200m\times80m$ 간격으로 구성하여 3차원 수리/수질 모델 프로그램인 EFDC를 사용하여 수리모델링을 실시하여 보 건설 전 후의 수위변화를 모델링 하였다. 모델링 결과 남한강 상류인 강천보 지점의 수위 저감효과가 최대 2.0m로 가장 큰 효과를 보였으며, 상대적으로 남한강의 하류인 여주보 지점은 최대 1.5m, 이포보 지점은 상대적으로 작은 1.0m 정도의 수위 저감효과를 확인할 수 있었다. 그리고 이포보 하류의 양평수위국 지점과 북한강, 남한강, 경안천이 합류되는 팔당댐 상류 지점의 경우 모델링 결과 공사 전 후 수위 차이가 없는 것으로 보아 보 건설이 남한강 하류 지점에는 큰 영향을 끼치지 않는 것으로 판단된다. 이처럼 EFDC 모형을 이용하여 정밀 수리모형 검토를 통해 수위변화를 비교해 본 결과 지점별로 약간의 차이는 발생하지만 보 건설을 통하여 수위 저감효과가 발생하는 것으로 판단된다. 보다 정확한 검토를 위해 추후에는 남한강 상류의 강천수위국 상류지점의 검토와 남한강유역의 지류 유입량을 추가하여 모델링을 실시하면 보다 더 정밀한 분석이 가능할 것이라고 판단된다.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.13 no.1
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• pp.11-15
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• 1977

The circulation of the sea water in relation to the submarine topography is discussed using the oceanographic, current measurement and echo-sounding data obtained by R/V Odaesan in the waters adjacent to Kamchatka and Kurile Islands. The continental shelf which is approximately seventy-five kilometers wide at the east of Kamchata Peninsula becomes narrower at the Kurile Islands, and is cut, at the sea floor approximately twenty miles east of Onekotan Island, by a narrow, shallow sea channel extending from the depression in the Onekotan Strait, forming an elevation similar to a guyot. The measured current speed of approximately one knot in the Oyashio Current region east of Kurile Island is faster than that (0.5-0.7 knot) deduced by the dynamic computation of ocean current.

• The Journal of the Korea Contents Association
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• v.7 no.11
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• pp.232-238
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• 2007

In this research, we constructed a 3D riverbed surveying system that is able to acquire the topographical information of a riverbed in real-time. The system consists of a RTK-GPS receiver and a echo sounder for collecting simultaneously the position and the water depth information of riverbed. A program for data composition and transformation was designed to generate the 3D coordinates by combining data of a GPS receiver and a echo sounder and made GIS database construction easy. We extracted TIN, digital elevation model and cross sectional maps of the riverbed by using GIS software from 3D data constructed through test surveying. It was shown that the accuracy of the result was RMS error of 0.069m when compared with the existing methods which use a total station and staffs. It is expected that the 3D riverbed surveying system wiil be able to be utilized to various surveying for water resources management in rivers, sea, dams, storing reservoirs and so forth.

• Spatial Information Research
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• v.14 no.1 s.36
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• pp.57-65
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• 2006

In general, the investigation for reservoir dredging are conducting a observation on the horizontal position and the depth of water by assembling GPS/Echo Sounder and Total Station/Echo Sounder, and it is computed at a section computation of riverbed, reservoir volume and dredging plan etc. at that times, the detail plane is determinated about soil volume, height for dredging. Planning has a fault that the method of sound detection using the Echo Sounder doesn't check up distribution of reservoir deposit. In this study, the author emphasizes that implementation of dredging with combined Global Positioning System(GPS) and Ground Penetration Radar(GPR) is well-done more than existed GPS/Echo Sounder. the combined equipment can be adapted to computation and dredging reffering to distribution of deposition. First of all, it is executed water tank modelling test through sampling for apply to test area and is estimated the possibility after passed far accuracy verification of equipment.

• Journal of Korea Water Resources Association
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• v.31 no.5
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• pp.515-528
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• 1998

A quasi-two-dimensional model for simulating the flood plain flow is developed. The model consists, in general, of a multiply-connected network which combines the main channel and two-dimensional flood plain cells. The main channel flow is described by the Saint Venant equations for one-dimensional unsteady flow, and the flood plain flow by the cell continuity and river-or weir-type stage-discharge relations between flood plain cells. The implicit algorithm for unsteady flow in looped channel network is extended to incorporate the flood plain flow. To verify the performance of the model, it is applied to three test problems, and sensitivities to various model parameters are analyzed. It turns out that the present model gives more accurate result than that by Cunge (1975) as the shape of cross section becomes more complex and irregular. Not only the inundation of water from the main channel but the return flow from the flood plain is successfully simulated.

• Journal of the Korean Magnetics Society
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• v.22 no.6
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• pp.200-203
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• 2012

In this study, we have investigated that the operation frequency dependences of the output properties of the orthogonal fluxgate sensor which was fabricated with a ferrite core. An orthogonal fluxgate sensor should be operated in as high as possible frequency to enhance its sensitivity in the case of small sized sensor, because sensitivity of the sensor is proportional to cross section area, winding number and operation frequency. In this study, we investigated the correspondence of the frequency dependence of output and the reactance (inductance and capacitance) of pickup coil and cable. Experimental results represented that we could obtain maximum output (= sensitivity) at optimal frequency which is near LC resonance frequency of the pickup coil and cable.

• Journal of the Korean Wood Science and Technology
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• v.37 no.3
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• pp.222-230
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• 2009

This study was to investigate the effect of alkali treatment for long kenaf fiber to improve fiber surface characterics by removal of wax, lignin and hemicellulose which affect adversely for matrix union. SEM observation was also studied to check out the interface adhesion improvement by the alkali pre-treatment. From the result, interface coherence increased by 3% alkali pre-treatment and reached a maximum by 5% alkali pre-treatment. However, the 3% the bio-composites treated with 3% alkali was highest tensile and flexural strength than other.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.6
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• pp.1695-1705
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• 2014

In the present study, a total of 275 tested specimens (149 of non-seismically designed and 126 of seismically designed) for reinforced concrete bridge piers with circular section have been investigated in order to suggest drift limits probabilistically according to damage states in seismic fragility analysis. Thus, quantitative damage states of the piers have been evaluated depending on details of the piers. Nonlinear time-history analyses have been conducted for a damaged bridge in terms of using the suggested drift limits. Then, seismic fragility analysis for a reinforced concrete bridge structure has been conducted using both suggested and existing drift limits. Comparative analyses have revealed that median values by the suggested limits is smaller than those by the existing limits. This implies that seismic performance of the structure can be overestimated when the existing limits are used.

• Journal of IKEEE
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• v.24 no.1
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• pp.59-66
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• 2020

In this study, the characteristics of ITO thin film was investigated to finding a low cost and highly transparent electrodes for display of mobile communication devices. The ITO film was deposited by DC magnetron sputter. The experimental conditions were changed as follows: 1. ambient pressure changed 1 to 3 mTorr with 1mTorr step, 2. bias electric voltage changed with 10V step. The chamber was pumped out by rotary pump until 10^-3Torr then the diffusion pump was used to lower the pressure of 10^-6Torr. The results shows us the film growth was obvious when the bias voltage was larger than 300V, but the overall thickness tendency was existed: the more voltage is the thicker thickness. At 330V bias voltage condition, the deposition rate was the largest and apparent grain was showed.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2008.06a
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• pp.538-538
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• 2008

금속계열의 박막을 평탄화하기위해서는 슬러리에 함유된 산화제에 의해 부동태층의 형성이 선행되어야 한다. 따라서 본 논문에서는 Copper 박막의 표면을 부동태층으로 형성시키고 CMP공정을 하기위해 산화제에 dipping을 시켰으며 삼화제의 종류는 $H_2O_2$, MSW2000B, $KIO_3$로 하고 dipping 시간은 30초, 60초, 90초, 3분, 10분으로 하여 시간과 산화제 종류에 따른 부동태층의 변화를 연구하였다. 부동태층의 관찰은 FESEM을 이용하여 표면과 단면을 관찰하였고 부동태층의 조성비율은 EDX를 이용하여 조사하였다. MSW 2000B의 경우는 부동태층이 덩어리 모양으로 형성되었으며 포화현상은 3분에 일어났다. 반면에 $H_2O_2$의 경우는 부동태층이 침상 모양으로 형성되었으며 포화현상은 90초에 일어났다. 산화제에 의해 부동태층을 형성시킨 후 POLI-450을 이용하여 평탄화공정을 진행하였으며 CMP공정조건은 부동태층의 연질상태임을 감안하여 헤드 스피드 20rpm, 플레이튼 스피드 10rpm, 슬러리 주입속도 90ml/min, 공정온도는 상온으로 하여 진행하였다. $H_2O_2$를 산화제로 사용하여 dipping을 하고 CMP를 하였을 경우에 균일한 박막을 확보 할 수 있었으며 CMP 공정 후 copper 박막의 균일성은 FESEM을 이용하여 관찰 하였다.