• 제목/요약/키워드: Coastal space

검색결과 261건 처리시간 0.024초

고분해능 위성관측데이터에 대한 인접효과의 해석 및 정밀 대기보정법에 관한 연구 (Adjacent Effect in the Coastal Zone to Investigate Atmosphere and Surface Environment)

  • ;정한이;정성철;김두환
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2006년도 춘계학술대회 논문집
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    • pp.28-30
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    • 2006
  • 인접효과는, SWIR 데이터 상에 혼선 현상이 명백히 나타나지만, 본토와 반도의 해안지역에서 ASTER센서의 VNIR과 SWIR 데이터를 이용해서 논의된다. 이 분석의 목적은 정교한 스케일에서 대기와 해양환경의 광 특성을 이끌어 내기 위해서이다. 에어로졸 모델은 dust-like model을 따른다. Terra 위성 의 ASTER와 MISR은 이 모델을 적용한다. 데이터는 2000년 7월 10일 GMT1.55, 나고야 근처의 Atsuml 반도 ($34^{\underline{\circ}}40'N,\;134^{\underline{\circ}}00'E$) 에서 얻었다. VNIR 공간 분해능은 15m, SWIR은 30m이다.

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임계 마름 수심기법을 이용한 지하공간 침수 모의 (Inundation Simulation of Underground Space using Critical Dry Depth Scheme)

  • 이동섭;김형준;송창근
    • 한국안전학회지
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    • 제30권6호
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    • pp.63-69
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    • 2015
  • In this study, a 2D hydrodynamic model equipped with critical dry depth scheme was developed to reproduce the flow over staircase. The channel geometry of hydraulic experiment conducted by Ishigaki et al. was generated in the computational space, and the developed model was validated against flow properties such as discharge, velocity and momentum. In addition, the water surface profile and the velocity distribution evolved in flow over two layers staircases were analyzed. When the initial water depth at the upper floor was 0.3 m, the maximum velocity at lower floor was 4.2 m/s, and the maximum momentum was $1.2m^3/s^2$, and its conversion to force per unit width was 1.2 kN/m. This value was equivalent to the hydrostatic force with 50 cm water depth, and evacuation became difficult, as proposed by Ishigaki et al. For the flow over staircases connecting two layers, the maximum run-up height in flat part connecting two layers was approximately two times higher than the initial water depth in upper floor, and the rapid shock wave with sharp front and long tail was propagated.

연안개발사업 유형에 따른 해양환경영향평가 개선방안 (Improvement for Marine Environmental Impact Assessment on the Coastal Development Project Type)

  • 김인철;전경암;김귀영;엄기혁;김영태;최보람
    • 해양환경안전학회지
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    • 제20권2호
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    • pp.157-164
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    • 2014
  • 본 연구에서는 2010년부터 2013년까지 4년간 연안개발사업에 따른 일반해역이용협의서 133건을 분석하여 사업유형별 해양환경영향평가 개선방안을 제시하였다. 침식방지사업은 정확한 침식원인 분석이 선행되어야 하고 주변 해안의 상태와 구조물 설치 시 추가적인 문제점 발생 가능성에 대해 정확히 예측해야 하며, 사업시행 후 사후모니터링을 통한 침식방지 효과를 입증하는 체계적인 시스템이 마련되어야 한다. 호안 및 해안도로 건설사업의 경우, 무분별한 해안도로의 건설은 지양하고 구조물 안정성을 충분히 검토하여야 하며 반사파 증가에 따른 해안침식의 문제점을 함께 검토해야 한다. 그리고 침수방지 사업은 평가항목에 파랑을 선정할 필요가 있고 이상 파랑의 영향을 함께 고려해야 한다. 친수공간 조성사업은 종합적이고 체계적인 공간계획이 수립되어야 하고, 자연환경을 최대한 보전하고 자연과 융화될 수 있는 개발이 될 수 있도록 검토를 강화해야 할 것이다. 아울러 연안개발사업과 관련하여 많은 문제점이 내재되어있어 법 제도적 측면에서의 지원과 함께 추후 해역별, 사업별 특성이 다양하게 반영된 추가적인 연구가 필요할 것으로 판단된다.

물받이 형상에 따른 조력발전용 수문의 통수성능 변화 수치모델링 (Numerical Modeling on the Change in Discharge Performance of the Sluice for Tidal Power Plant According to the Apron Shape)

  • 오상호;한인숙;김건우;정원무
    • 한국해안·해양공학회논문집
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    • 제25권2호
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    • pp.94-102
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    • 2013
  • 본 연구에서는 물받이 형상이 조력발전용 수문의 통수성능에 미치는 영향을 평가하기 위한 수치모델링을 수행하였다. 수치모델링은 수문 구조물 자체의 형상은 변화시키지 않고 물받이 폭, 경사 및 수평구간 길이가 다른 경우에 유량계수 값의 차이를 비교함으로써 이루어졌다. 모델링 결과로부터 물받이 형상에 따라서 전반적인 통수성능에 유의미한 차이가 나타나게 됨을 확인하였다. 수문의 통수성능을 최대한 발휘하기 위해서는 수문 구조물 양 측면으로 수문의 폭 만큼 여유를 두고, 경사는 1:5, 수평 구간 길이는 수문 케이슨의 흐름방향 길이와 비슷한 50 m 정도가 되도록 물받이를 설계하는 것이 바람직한 것으로 분석되었다.

Coastal Circulation and Bottom Change due to Ocean Resort Complex Development

  • Kim, Pill-Sung;Lee, Joong-Woo;Kim, Jeong-Seok
    • 한국항해항만학회지
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    • 제36권7호
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    • pp.585-590
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    • 2012
  • On the basis of the potentials for the growth of local economy and the result of investigation of the ocean space development status, an ocean resort complex was proposed at the small harbor with a parallel beach in the east coast of Korea. As the development plan needs to reclaim the noticeable amount of coastal water area together with the applied shore facilities, it is necessary to analyze their impacts. Here, it was intended to analyze the coastal environment change such as water circulation and bottom change because of the development plan. A horizontal two-dimensional numerical model was applied to represent the combined impact of wind waves and tidal currents to sediment transport in that coastal region. Based on the result of 30 days tidal current simulations considering major four tidal components of $M_2$,$S_2$,$K_1$ and $O_1$ for the upper and lower boundaries and wind field data, bottom change was discussed. Flow velocities were not changed much at outer breakwater of Yangpo harbor. Bottom was eroded by maximum 1.7m after construction but some locations such as lee side of outer breakwater and some islets near the entrance shows isolated accretions. Although it needs more field observations for bottom change in the period of construction, the numerical calculation shows that there exist small impacts near the entrance area and coastal boundaries because of the development.

해안 광학영상 자료를 이용한 쇄파지역 연안류 측정기술 (Remote Sensing of Nearshore Currents using Coastal Optical Imagery)

  • 유제선;김선신
    • Ocean and Polar Research
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    • 제37권1호
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    • pp.11-22
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    • 2015
  • In-situ measurements are labor-intensive, time-consuming, and limited in their ability to observe currents with spatial variations in the surf zone. This paper proposes an optical image-based method of measurement of currents in the surf zone. This method measures nearshore currents by tracking in time wave breaking-induced foam patches from sequential images. Foam patches in images tend to be arrayed with irregular pixel intensity values, which are likely to remain consistent for a short period of time. This irregular intensity feature of a foam patch is characterized and represented as a keypoint using an image-based object recognition method, i.e., Scale Invariant Feature Transform (SIFT). The keypoints identified by the SIFT method are traced from time sequential images to produce instantaneous velocity fields. In order to remove erroneous velocities, the instantaneous velocity fields are filtered by binding them within upper and lower limits, and averaging the velocity data in time and space with a certain interval. The measurements that are obtained by this method are comparable to the results estimated by an existing image-based method of observing currents, named the Optical Current Meter (OCM).

Satellite-detected red tide algal blooms in Korean and neighboring waters during 1999-2004

  • 안유환
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2006년도 춘계학술대회 논문집
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    • pp.95-100
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    • 2006
  • Measurements of ocean color from space since 1970s provided vital information with reference to physical and biogeochemical properties of the oceanic waters. The utility of these data has been explored in order to map and monitor highly toxic/or harmful algal blooms (HABs) that affected most of coastal waters throughout the world due to accelerated eutrophication from human activities and certain oceanic processes. However, the global atmospheric correction and bio-optical algorithms developed for oceanic waters were found to yield false information about the HABs in coastal waters. The present study aimed to evaluate the potential use of red tide index (RI) method, which has been developed by Ahn and Shanmugam (2005), for mapping of HABs in Korean and neighboring waters. Here we employed the SSMM to remove the atmospheric effect in the SeaWiFS image data and the achieved indices by RI method were found more appropriate in correctly identifying potential areas of the encountered HABs in Korean South Sea (KSS) and Chinese coastal waters during 1999-2004. But the existence of high absorbing and scattering materials greatly interfered with the standard OC4 algorithm which falsely identified red tides in these waters. In comparison with other methods, the RI approach for the early detection of HABs can provide state managers with accurate identification of the extent and location of these blooms as a management tool.

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The Research of Beach Deformation after Construction of the Jetties

  • Park, Sang-Kil;Han, Chong-Soo;Roh, Tae-Young;Park, O-Young;Ahn, Ik-Seong;Lee, Ji-Hun
    • International Journal of Ocean System Engineering
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    • 제1권4호
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    • pp.185-191
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    • 2011
  • This research was described the prevention of coastal topographical change and sediment diffusive concentration incoming from small estuary after construction jetties. This structure is constructed to decrease sediment deposition incoming from the upstream river due to the urbanization and industrial development and to minimize effects on the coastal ecosystem. The physical modeling and numerical modeling for waves were conducted to analyze the configuration of Imrang sand beach deformation without and with construction of jetty. The specification of the installed jetty, which is able to control sedimentation concentration was decided based on the prediction of the Imrang beach area changes by space and time. As a result, the jetties constructed in the estuary retarded the rate of sand sediment, so that the effect area of sand sedimentation was obviously decreased. In addition, the measured field data indicated that the sediment deposition inside of dikes could be controlled and the right side area of jetties could be preserved without sediment deposition.

어선원 복지공간 확보를 위한 5톤급 쌍동형 연안어선 선형개발에 관한 연구 (Study of Hull Form Development of 5-Ton-Class Catamaran-Type Coastal Fishing Boat for Welfare Accommodation of Fishing Crew)

  • 정우철;김현수;권수연;최지훈
    • 한국해양공학회지
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    • 제29권6호
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    • pp.405-410
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    • 2015
  • This paper reports the hull form development and resistance performance of a 5-ton-class catamaran-type coastal fishing boat. The weight estimation and preliminary design were basically extracted from existing coastal fishing vessels. In addition, the resistance performance was investigated using a model test in a high-speed circulating water channel and was analyzed in comparison to an existing catamaran fishing vessel. As a result, the modified hull achieved an approximately 30% reduction in resistance compared to the previous hull. The stability or boarding sensitivity of the modified hull form was more stable or comfortable than the original hull form based on a trim and sinkage comparison between the two boats.