• The Journal of the Acoustical Society of Korea
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• v.35 no.2
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• pp.125-133
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• 2016

In order to obtain high-resolution seafloor images, research on SA (Synthetic Aperture) processing and the development of related underwater systems have been performed in many countries. Recently the SA processing is also recognized as an important technique in Korea and researchers started related basic study. However, most previous studies ignored the Doppler effect by a moving receiver array. In this paper reconstructed SAS (Synthetic Aperture Sonar) images and position errors are analyzed according to the speed of a moving array for understanding its moving effect on the SAS images. In the analysis the spatial frequency domain interpolation algorithm is used. The results show that as the moving speed of the array increases the estimated position error also increases and image distortion gets worse when we do not consider the array motion. However, if the compensated receiver signals considering the array motion are used the position error and image distortion can be eliminated. In conclusion a signal processing scheme which compensates the Doppler effect is necessary especially in the condition where the array speed is over 1 m/s.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.41 no.9
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• pp.1069-1080
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• 2016

TDOA(Time Difference Of Arrival)-based localization system such as the passive surveillance system performs the time synchronization between the receivers after separated installing multiple receivers to set the same clock for all receivers. And it estimates 2D(or 3D) location of the target by solving intersection of the multiple hyperbola(or hyperboloid) using TDOA. To perform time synchronization, one receiver must be set to the master, and it provide the reference data to compensate the clock of the rest of the slaves. The positioning accuracy of TDOA-based localization system is changed in accordance with the master that is selected among multiple receivers. So, the optimum receiver which is selected among multiple receivers must be set to master to get best performance in the considered deployment of receivers. In this paper, we propose a selection scheme of master receiver for time synchronization using DOP(Dilution Of Precision) which is based on location of the target and the multiple receivers. The proposed scheme has low complexity and short processing time, and it is easy to automate in the TDOA-based localization systems.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.39 no.2
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• pp.183-194
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• 2011

Synthetic aperture radar (SAR) is widely used because of high resolution imaging capability in all weather and day/night condition. In this paper development of Spotlight SAR simulator is proposed for image quality analysis. Proposed SAR simulator is based on the SAR system design parameters so that SAR image performance can be expected which is essential throughout the full system development procedure from the initial concept design stage to the final in-flight calibration and validation stage. The raw data of ideal point target is first generated by taking account of the flight and imaging geometry and the various SAR system design parameters, and the Spotlight image formation algorithm is implemented in order to obtain the point target response. Finally the image quality of the generated raw data is analyzed in terms of spatial resolution, peak to sidelobe ratio and integrated sidelobe ratio.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.183-193
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• 2008

The reliability analysis of simply-supported and continuous composite plate girder and box girder bridges under flexure was performed to provide a basic data for the development of LRFD c ode. The bridges were designed based on LRFD specification with newly proposed design live load which was developed by analyzing traffic statistics from highways and local roads. A performance function for flexural failure was expressed as a function of the flexural resistance of composite section and the design moments due to permanent load and live load. For the flexural resistance, the statistical parameters obtained by analyzing over 16,000 domestic structural steel samples were used. Several different values of bias factors for the live load moment from 1.0 to 1.2 were used. Due to the lack of available domestic measured data on the moment by permanent loads, the same statistical properties used in the calibration of ASHTO-LRFD were ap plied. The reliability indices for the composite girder bridges with various span lengths, different live load factors, and bias fact or for the live load were obtained by applying the Rackwitz-Fiessler technique.

• Journal of Korea Water Resources Association
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• v.32 no.6
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• pp.721-730
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• 1999

A Grid-based daily evapotranspiration(ET) prediction model which calculates temporal and spatial ET with a complementary relationship of Morton(1983) was developed. The model was programmed by C-language and uses ASCII formatted map data of DEM(Digital Elevation Model) and land use. Daily ET within the watershed is calculated and the results of temporal variations and spatial distributions of ET are presented by using GRASS(Geographic Resources Analysis Support System). To verify the applicability of the model, it was applied to the part of Bocheong stream basin (76.5$\textrm{km}^2$) located in the upstream of Dacheong Dam watershed. The result shows that the estimated evapotranspiration in 1995 was 766.1mm and 22% increased after correction radiation for slope and area.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.359-359
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• 2016

본 연구에서는 최근 기후변화에 따른 가뭄으로 어려움을 겪고 있는 충청남도 서부권의 물 부족을 해결하기 위하여 금강 본류로부터 보령댐으로 일정 유량을 도수(diversion)하는 계획이 금강 본류에 미치는 수리적 영향을 검토하였으며 특히 금강 본류의 농공용수 취수에 제한을 초래할 수 도 있는 수위에 미치는 영향을 중심으로 분석하였다. 본 연구의 공간적 범위는 금강 하굿둑으로부터 하류 외해 방향으로 약 9km 지점에 위치한 금강 하구로부터 상류 방향으로는 금강 하굿둑으로부터 약 76km 지점에 위치한 공주시 반포면 검상동의 검상천 합류지점까지 총 85km에 이르는 구간에 대한 1차원 수리 모형을 구축하였으며, 시간적 범위는 보령댐으로의 도수가 갈수기에 이루어지는 것으로 가정하여 2015년 2월 1일부터 5월 31일까지 진두수위표의 시간별 유량과 8개 지천의 유입 유량, 장항검조소의 시간별 조위, 농공용수 취수시설 취수량 및 회귀수, 금강 배수갑문 운영 등을 고려하여 모형의 보정을 실시하였고, 유황분석에 따른 2016년 갈수기 예측 유량을 추정하여 보령댐으로의 도수에 따라 금강 본류 내 주요 구간의 수위에 미치는 영향을 분석하고자 하였으며, 서해안 조위에 따른 금강하굿둑 배수갑문의 운영에 직접적인 영향을 받는 배수위 구간임을 감안하여 비정상류 해석(unsteady flow analysis)을 수행하였다. 갈수기 예측 유량 추정 결과 2015년과 같은 가뭄이 지속될 경우, 2016년의 유황은 2015년 대비 21%로 분석되었으며 이는 보령댐 도수 여부에 관계없이 물 부족이 발생할 수 있는 상태인 것으로 분석되었고, 하천유지유량 정도의 유황이 유지되는 상태에서 보령댐으로 도수를 실시할 경우, 도수시 금강호 최저 수위는 각각 EL(+)0.94m와 EL(+)0.72m로 모의되어 농업용수를 비롯한 기존 취수시설 뿐만 아니라 보령댐 도수시설의 운영에도 어려움이 생길 것으로 예상되었다. 2016년 갈수기 동안 과업 대상 구간인 금강 하류부의 유황은 농업용수 취수가 본격화되기 이전인 2월에는 하천유지유량 정도의 유황을 유지하는데 별 어려움이 없지만 3월 이후농업용수 취수가 본격화되면 농업용수 취수시설이 집중된 입포수위표 ~ 금강 하굿둑 사이 구간은 하천유지유량 이하로 유량이 크게 감소할 것으로 예상되었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.383-383
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• 2018

최근 기후변화와 도시화로 인해 국지성 집중호우 및 불투수면적이 증가하고 있는 실정이며, 도시 지역 내의 첨두유량, 도달시간, 지체시간 등과 같은 수문학적 인자가 변화함에 따라 재산피해, 인명피해가 발생하고 있다. 저영향개발(Low Impact Development, LID) 기법은 수리수문학적 및 환경생태학적 문제를 저감하는 방안 중 하나로써 도시지역에서 수환경을 자연상태로 복원하는 대안으로 제시되고 있다. LID 기법 중 하나인 옥상녹화는 도시 내의 불투수면 증가로 인한 초과 지표면유출을 저감시켜 물관리를 하는 기술이다. 본 연구는 경남 양산시 부산대학교 제 2 캠퍼스에 조성된 옥상녹화 장치를 이용하여 정량적으로 유출량을 분석하였다. 비식생구와 식생구를 설치하고 실험의 시나리오는 강우강도를 25, 50, 75, 100 mm/hr로 설정하여 측정된 데이터 값을 바탕으로 SWMM(Storm Water Management Model) 모델링을 수행하였다. 유출량 값은 SWMM 5의 매개변수 추정지원 시스템인 SWMM-SCE를 이용하여 모형을 자동보정하였다. 보정된 모의유량은 실측유량과 0.28~3.81% 만큼의 오차를 보였고 각 시나리오에 따라 검증한 결과 상관계수가 0.82 이상으로서 실측값과 높은 상관성을 나타내었다. 옥상녹화 실험의 경우, 강우강도 75mm/hr일 때 첨두유출저감율과 지연시간은 각각 15.45% 감소, 15초 지연으로 최적의 효율이 나타났으며 강우강도 25mm/hr일 때 첨두유출저감율과 지연시간은 각각 1.36% 감소, 4초 지연으로 최저의 효율이 나타났다. SWMM 모의 결과는 강우강도 75mm/hr일 때 첨두유출저감율과 지연시간은 각각 15.45% 감소, 16초 지연으로 최적의 효율이 나타났으며 강우강도 25mm/hr일 때 첨두유출저감율과 지연시간은 각각 2.73% 감소, 4초 지연으로 최저의 효율이 나타났다.

• Journal of the Korean Geotechnical Society
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• v.24 no.10
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• pp.25-32
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• 2008

Based on recent studies, the side resistance of rock socketed drilled shafts was affected by unconfined compressive strength of rock, socket roughness, rock types and joints, and initial normal stress. Especially, the socket roughness was affected by rock types and joints, drilling methods, and diameters of pile. In this study, a new roughness measurement system (BKS-LRPS, Backyoung-KyungSung Laser Roughness Profiling System) usable in water was developed. Based on the laboratory model tests, an EMD (Effective Measurement Distances) according to various turbidity was proposed as $EMD=1149.2{\times}T_{b}^{-0.64}$.

• Economic and Environmental Geology
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• v.18 no.4
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• pp.309-320
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• 1985

The crustal structure of the southern part of the Korean peninsula has been investigated based on the results of processing and anlaysis of gravity data. The processing techniques involve i) seperation of regional and residual anomalies by polynomial fittings, ii) power spectral analyses to determine the mean depth to the crustal base, iii) a filtering operation called "high-cut filtering and resampling," and iv) downward continuation to determine the undulation of the crustal base. The Bouguer anomalies show a lineation in the NE-SW direction which is the same as that of most mountains and tectonic lines of this area. The mean crustal depth is found to be 34km. The depth of the crustal base is varying in the estimated range of 26km to 36km with a thinner crust below the east coast than that of the west coast. The relief of the crustal base is appeared to be correlated with the regional surface topography. The linear regression relations computed between elevations and gravity anomalies indicate that the crust of this area seems to be not in perfect isostatic equilibrium but a little undercompensated state.

• Journal of Korea Water Resources Association
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• v.55 no.12
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• pp.1011-1020
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• 2022

Previous studies for the assessment of submarine groundwater discharge (SGD) were perfomed for areas where a large amount of SGD was observed. Newly developed assessment methods were proposed that was based on an analytic solution using sharp interface model. The proposed mathematical equations used the existing observed groundwater level and hydrogeological data of Jeju Island as input data. The quantitatively assessed FSGD values were compared to the basin-scale recharge estimation values in Seong-San area in eastern Jeju. As a result of the study, it was estimated that the amount of FSGD in the Seongsan area ranges from about 2.65 to 9.15% of the amount of areal-recharge. Through the analysis of the FSGD combined with the analytic model, it is to be provided as a scientific tool to establish a more reasonable coastal water resource management plan.