• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.461-464
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• 2008

연안에서의 태풍 해일에 의한 침수범람 지역 예측을 위하여 GIS를 통한 정밀 육도-해도 접합 및 분석을 만리포 해변을 대상으로 시범 수행하였다. 만리포 해변의 정밀 육도-해도 접합을 위하여 고해상도 지상 LIDAR 시스템의 시범 측량 자료와 국토지리정보원의 수치지형도, 국립해양조사원의 수치해도 수심자료 및 한국 주변해역의 30초격자 수심자료를 사용하였다. 또한 평균해수면 산정을 위하여 만리포에 설치된 수압식파고계 조위자료와 해변의 표척을 통한 목측 관측을 통한 조위자료를 활용하였다. 다양한 자료의 GIS 기반 육도-해도 접합 및 분석을 통한 정밀 지형도 구축 기술은 태풍 해일에 의한 침수범람 예측을 위한 정밀 격자 수치모델의 입력 자료로 활용되어 침수 범람 예측 결과의 재해도(Hazard Map) 작성이 가능하고, 나아가 침식 퇴적 등의 지속적인 해안선 변화 모니터링에 활용될 수 있다.

• Journal of the Korean Society for Precision Engineering
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• v.34 no.3
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• pp.191-197
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• 2017

Light detection and ranging (LiDAR) is one of the most efficient technologies to obtain the topographic and bathymetric map of coastal zones, superior to other technologies, such as sound navigation and ranging (SONAR) and synthetic aperture radar (SAR). However, the measurement results using LiDAR are vulnerable to environmental factors. To achieve a correspondence between the acquired LiDAR data and reality, error sources must be considered, such as the water surface slope, water turbidity, and seafloor slope. Based on the knowledge of those factors' effects, error corrections can be applied. We concentrated on the effect of the seafloor slope on LiDAR waveforms while restricting other error sources. A simulation regarding in-water beam scattering was conducted, followed by an investigation of the correlation between the seafloor slope and peak timing of return waveforms. As a result, an equation was derived to correct the depth error caused by the seafloor slope.

• Korean Journal of Remote Sensing
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• v.39 no.5_4
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• pp.1135-1144
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• 2023

Many agricultural reservoirs in South Korea, constructed before 1970, have become aging facilities. The majority of small-scale reservoirs lack measurement systems to ascertain basic specifications and water levels, classifying them as unmeasured reservoirs. Furthermore, continuous sedimentation within the reservoirs and industrial development-induced water quality deterioration lead to reduced water supply capacity and changes in reservoir morphology. This study utilized Light Detection And Ranging (LiDAR) sensors, which provide elevation information and allow for the characterization of surface features, to construct high-resolution Digital Surface Model (DSM) and Digital Elevation Model (DEM) data of reservoir facilities. Additionally, bathymetric measurements based on multibeam echosounders were conducted to propose an updated approach for determining reservoir capacity. Drone-based LiDAR was employed to generate DSM and DEM data with a spatial resolution of 50 cm, enabling the display of elevations of hydraulic structures, such as embankments, spillways, and intake channels. Furthermore, using drone-based hyperspectral imagery, Normalized Difference Vegetation Index (NDVI) and Normalized Difference Water Index (NDWI) were calculated to detect water bodies and verify differences from existing reservoir boundaries. The constructed high-resolution DEM data were integrated with bathymetric measurements to create underwater contour maps, which were used to generate a Triangulated Irregular Network (TIN). The TIN was utilized to calculate the inundation area and volume of the reservoir, yielding results highly consistent with basic specifications. Considering areas that were not surveyed due to underwater vegetation, it is anticipated that this data will be valuable for future updates of reservoir capacity information.

• Journal of the Korean Society of Marine Environment & Safety
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• v.29 no.6
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• pp.552-561
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• 2023

The seafloor topography of Gomso Bay on the west coast of Korea was investigated using subtidal bathymetry and tidal-flat altimetry. Gomso Bay consists of 80% tidal flats and 20% subtidal zone, and is divided into an outer bay and an inner bay by the Jujincheon esturary channel. The outer bay tidal flat, has few tidal channels, has a concave topographic profile, and is characterized by the development of chenier and intertidal sand bars, giving it the appearance of gently sloping, dissipative beaches. The inner bay tidal flat has wide upper and middle tidal flats with a well-developed tidal channel system without cheniers. Moreover, the topographical cross-section between these tidal channels is convex upward, and shows the characteristics of a depositional environment greatly influenced by tidal channels and tidal action. An analysis of the horizontal movement of the tidal flat environment over the past 37 years investigating changes in the iso-depth lines in the Gomso-Bay tidal flat between 1981 and 2018 revealed that the Gomso-Bay tidal flat retreated gradually landward. As a result of analyzing the erosion and sedimentation characteristics of Gomso Bay, assuming that most of the water depth changes were due to changes in the elevation of the sea floor and sea level, an average of 1 cm (0 mm/y) of sediment was eroded in the outer bay over the past 37 years (1981-2018), In the inner bay, an average of 50 cm (14 mm/y) was deposited. Notably, the high tidal flats of the outer bay were largely eroded. Monitoring photographs of the coast showed that most of the erosion of the high tidal flats in the outer bay occurred in a short period around 1999 (probably 1997-2002), and that the erosion resulted from the erosion of sand dunes and high-tide beaches caused by temporarily greatly raised high tide levels and storms.

• Journal of Navigation and Port Research
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• v.26 no.1
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• pp.146-151
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• 2002

Efficiency of dredging work depends on the types of equipment used, the sediments encountered, whether the work to be performed is new or for maintenance, pre and/or post hydrographic surveying and so forth. Among those, surveying accuracy which is directly determined by the control of the dredge's position and depth surveying accuracy being surveyed at the dredging point are important factors. The purpose of this study is to develop an integrated process management system for pump dredge. The system is composed of 4 sub-systems such as LADGPS for dredge positioning dredging point determination, tidal gauge and angular depth sensor for depth determination, and GIS and ENC process management. The process management system for pump dredge developed was installed on the pump dredge "EUNJIN PD-2" but is now producing work data for comparison with performance of the existing dredge. The data retrieved from the pump dredge process management system up to now shows similar result from the grab dredge management system which was developed previously. It is easy to operate, achieves good accuracy with only 45cm unevenness, reduces working perioa by 20 percint,. More precise evaluation of the system comes later after the dredging work is completed.completed.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2006.04a
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• pp.165-169
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• 2006

Purpose of this research is estimation of water depth by hyperspectral remote sensing in area that access of ship is difficult This research used EO-1 Hyperion satellite imagery. Atmospheric and geometric correction is executed. Compress of band used MNF transforms. Diffuse Attenuation Coefficient of target area is decided in imagery for water depth estimation. Determination of Emdmember in pixel is using Linear Spectral Unmixing techniques. Water depth estimated using this result.

• Proceedings of the KSRS Conference
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• 2006.03a
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• pp.63-67
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• 2006

본 연구에서는 해안침식이 진행되고 있는 해운대 해수욕장의 장기 해안지형 변화 및 인근지역의 토지피복 변화에 대해 분석하였다. 지난 60여 년간의 항공사진을 이용하여 해안선을 추출하고 이를 수심측량 및 GPS측량 자료를 이용하여 조위보정한 후, 해빈면적을 추출하여 해안지형 변화를 분석하였다. 또한 환경부 토지피복 세분류를 기준으로 하여 육안판독을 통해 13개년도의 토지피복도를 제작하고 토양유실량을 산정하여 연도별 토지피복 변화를 분석하였다. 그 결과, 해운대 해수욕장의 해안선이 점진적으로 후퇴하고 있으며 해수욕장 면적이 전체적으로 감소하고 있는 것으로 나타났다. 춘천천 복개 및 도시개발에 의한 모래 공급원 차단이 이러한 해안침식에 영향을 주는 인위적 원인이라고 사료된다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.9 no.1
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• pp.63-73
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• 1991

The data type of the echo sounding for the contouring of coastal chart is continuous profiles, and there are no data between the profiles. In this study, at first, the depths of the regular grid along the sounding line were interpolated by linear equation. After that the depths of the regular grid located between the profiles were interpolated by kriging. The semivariogram contributes to the weight of interpolation. After comparison with the conventional Moving Average and Kriging, it turns out that this algorithm shows merits in the field of the accuracy and computing time.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.20 no.2
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• pp.207-214
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• 2002

Development of the shore in western sea is decreasing of silt and is threatening sea ecosystem. Large size land-reclamation work by industralization have caused weather changes and sea changes, and have generated much changes topography of sea bottom and coastline. Also, It is influencing to route of ship. In this research, line for 0 m, 2 m, and coastline of land portion is digitalized. It is divided in four block, and is analyzed severally to know the degree of coastal changes by new airport construction, new town construction, and tide embankment construction.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.161-165
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• 2011

수리계수는 하천의 수리학적 특성을 대표하는 인자라고 할 수 있다. 따라서 우리는 하천정비기본계획에 의하여 하천을 측량하고 그 측량성과를 바탕으로 수리계수를 산정하여 왔다. 이러한 수리계수는 하천의 홍수위, 유사량, 수질 산정을 위하여 중요한 매개변수로 활용할 수 있다. 하지만, 하천 측량성과가 없는 미계측 유역의 경우 수리계수를 산정할 수 없는 한계가 있는 것이 사실이다. 이러한 문제점을 극복하고자 SWAT 모형의 방법론을 검토하고 미계측 유역에서 수리계수를 산정하는 방안을 제시하고자 하였다. SWAT에서는 하도 단면을 사다리꼴로 가정하여 대상 유량에 대한 유속 및 수위를 산정하게 되는데, 이의 관계를 활용하면 유량-유속, 유량-수심에 대한 회귀방정식을 지수식으로 산정 할 수 있다. 본 연구에서 검토하고자 하는 방법론을 적용하고자 계측유역인 경안천 유역을 미계측 유역으로 가정하여 SWAT 모형을 적용하였다. 따라서 계측유역에 일반적으로 적용하는 방법인 HEC-RAS 모형을 이용한 수리계수 산정 결과와 본 연구에서 미계측 유역을 대상으로 적용하고자 하는 SWAT을 이용한 결과를 비교하였다. 비교결과 SWAT 모형을 이용한 방법론이 일반적인 방법론과 차이가 있음을 확인할 수 있었으며 이는 경안천이 자연하천이 아닌 정비된 제방하천이기 때문인 것으로 판단되었다. 따라서 자연하천에 대한 적용을 통한 검증 또는 제방하천에 대한 적용 방법의 개선이 필요할 것으로 판단되었다.