• Title/Summary/Keyword: 항내매몰

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중소어항의 항내매몰 방지대책

  • 윤성진;김규한;편종근
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1997.10a
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    • pp.63-67
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    • 1997
  • 파랑이 탁월한 영역에 존재하는 중소어항의 대부분을 항내매몰이 중요문제 중의 하나로서, 입ㆍ출항의 곤란 및 반복되는 준설경비의 소요 등으로 경제적 문제를 겪고있다. 따라서 이와 같은 문제를 장기적으로 해결하기 위해서는 항내매몰의 근본적 원인을 빠른 시일 내에 정확히 파악하고, 그 대책공법을 강구할 필요가 있다. 본 연구는 이러한 문제를 해결하기 위해 파랑 및 연안류제어 구조물의 설치 및 배치 등을 이용한 항내매몰 방지대책을 설정하여 각각의 연안류 및 해빈변형제어효과를 검토하고 항내매몰에 미치는 영향을 검토해 보았다. (중략)

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Prediction of Harbor Siltations Using a Numerical Model for Sea Bottom Configuration (해빈변형모형을 이용한 항내매몰예측)

  • 김규한;백승화;편종근
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.9 no.4
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    • pp.201-207
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    • 1997
  • Most of small harbours are suffering serious harbour siltation problems in the eastern coast of Korea. Also, many of them necessitate maintenance dredging every year. In order to solve these problems, we have to predict the amount of previous harbour siltation. In the present study, numerical prediction of the harbour siltation has been accomplished using numerical model of 3D beach deformation around a structure. And, also the validity of the model has been confirmed by the field investigation.

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3차원 해빈변형모형을 이용한 항내매몰예측

  • 정승진;김규한;편종근
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1997.10a
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    • pp.58-62
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    • 1997
  • 우리나라 동해안에 위치한 대부분의 중소항만 및 어항들은 사빈해안에 건설된 소규모 어항이 주를 이루고 있으며, 항 입구부가 쇄파대 내에 위치하고 있으므로 지형변화가 극심하여, 항내에 매몰현상이 발생되고 있다. 이러한 현상들로 인하여 항내수심을 유지하기 위해 거의 매년 준설을 실시 할 뿐 아니라, 항내매몰로 인해 수심이 낮아져 배가 전복되어 인명피해가 발생하는 등 극심한 피해를 입고 있어 항내 및 항로매몰이 적지않은 사회적 문제로 대두되고 있는 실정이다. (중략)

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Countermeasures for the Siltation in Small Fishery Harbors (소규모 어항의 항내매몰 방지대책 검토)

  • 김규한
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.13 no.2
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    • pp.169-176
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    • 2001
  • The sediment at the majority of fishery harbors located on the east coast of Korea are affccted by the waves and wave-induced currents as the main external force. And the surroundings of the harbors are composed of sandy beaches. Because many harbors are small and their entrances are located in the wave¬breaking zone, they suffer severe siltation and topographical changes. In order to solve the problems, we have to understand the mechanism through estimations and accurate reproduction of the harbor siltation phenomenon. We suggest economically substantial countermeasures for harbor siltation in the small fishery harbors and investigate the preventive effects using a numerical simulation technique.

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Analysis of Construction Procedure of Breakwater in consideration of Harbor Siltation (항내매몰을 고려한 방파제의 시공순서 검토)

  • Yoon, Seong-Jin;Kim, Kyu-Han
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.1
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    • pp.73-80
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    • 2007
  • The predominant factor considered in the design of harbors in the East Coast of Korea is wave propagating onshore. Also, the strong wave induced current on the east coast have the biggest influence on sediment transport around the harbor structure. Therefore, a consideration of wave induced current due to waves should take place on design when constructing a harbor on east coast. In this study, we studied on the influences of construction procedure on harbor siltation using annual coastal line data and bathymetry data near breakwater. And, this study focused on investigation of the construction procedure for the best way to decrease harbor siltation.

The Construction Plan of Breakwater by the Numerical Simulation (수치시뮬레이션에 의한 방파제의 시공계획)

  • Kim, Kyu-Han;Yoon, Seong-Jin;Kim, Young-Bok
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2006.11a
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    • pp.449-452
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    • 2006
  • The main external force of the harbor in east coast is wave. So, wave is the important cause of wave induced current and sediment transport due to wave in planning harbor structures. Therefore, it must be considered not only to secure the harbor tranquility but also the sediment transport due to wave induced current in planning the harbor. In this study, we studied on the influences of construction procedure on harbor tranquility and siltation using annual coastal line data and bathymetry data near breakwater. And it suggests that the construction procedure for the harbor tranquility and the best way for the decrease of harbor siltation.

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Improvement for Impact Assessment of Marine Physical on the Development of Ports and Fishing Harbors in the East Coast (동해안 항만 및 어항 개발사업에 따른 해양물리학적 영향평가 개선방안)

  • Kim, In-Cheol;Kim, Gui-Young;Jeon, Kyeong-Am;Eom, Ki-Hyuk;Yu, Jun;Lee, Dae-In;Kim, Young-Tae;Kim, Hee-Jung
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.19 no.2
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    • pp.111-118
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    • 2013
  • This paper suggested the improvement of marine environmental impact assessment in eastern coast as analyzing consultation on the coastal area utilization for development of ports and fishing harbors for 3years in the east coast. The results of survey are only 3cases, 12cases and 16cases each for ocean currents, wave and sounding data. However, for development of ports and fishing harbors in eastern coast, ocean characteristics in eastern coast different than in the West Sea, South Sea is considered to marine environmental impact assessment. For development of ports and fishing harbors in east coast where the influences of ocean currents, wind-driven current and waves are dominant, the effect of the current should be considered to improve the reproducibility of tidal current. The wave should also be considered as an assessment criteria to obtain the validity of project such as harbor tranquility, functionality of breakwaters and stability. In addition, sediment inflow in river and exact water depth data of the ocean should be applied to numerical modeling and set wave-induced current to external force of sediment transport to predict the problems such as the harbor siltation and the coastal erosion considering ocean characteristics in the east coast.

Estimation of Sea Water Transport by Water-depth Variation at Pier-bridge between Busan New-port and the Nakdong River Estuary (부산 신항-낙동강 하구역 연결잔교부의 물질수송 해석(II) - 잔교주변 해저수심변화에 따른 해수소통량 예측 -)

  • Lee, Young-Bok;Ryu, Seung-Woo;Yoon, Han-Sam
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.14 no.3
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    • pp.197-203
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    • 2008
  • This study analyzed the characteristics of sea water transport between Busan New-port and the Nakdong River estuary. Numerical modeling was used to evaluate the characteristics of the tidal current. Numerical simulations of three different topographies were conducted. The results are summarized as follows: 1) The volume of sea water transport was reduced by $0.7{\sim}18.4%$ when water depth was decreased at Busan New-port (10 m); 2) The volume of sea water transport was increased by $3.5{\sim}21.9%$ when a channel (depth 5 m) was constructed in the direction of the Nakdong River estuary.

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