• Proceedings of the Korea Water Resources Association Conference
• /
• 2019.05a
• /
• pp.233-233
• /
• 2019

본 연구에서는 3형식 다공성 인공어초의 국부세굴 발생에 따른 인공어초의 안정성 검토를 위하여 3차원 수치모형인 FLOW-3D의 Sediment 모듈을 적용하여 분석을 실시하였다. 실험파랑 설정을 위하여 인공어초 설치 예정지인 서해 대상해역(대청도, 연평도 인근)의 100년 빈도 설계파랑을 적용하였으며, Bretschneider-Mitsuyasu 스펙트럼 기법을 통하여 파랑을 재현하였다. 원형상격자 조건은 최대 0.1m~2.0m에 해당하며, 수치모형실험 해석 시간을 고려하여 입사파랑의 진행방향으로 인공어초의 1/2 폭에 해당하는 X축(190개), Y축(80개), Z축(110~180개) 영역에 대한 격자조건 설정하고 분석을 실시하였다. 분석은 인공어초 하중에 따른 동적 거동을 반영하는 FSI(Flood Structure Interaction)기법을 적용하였으며, 분석결과 인공어초 구조물 하단의 돌출부분에서 세굴발생이 확인되었으며, 최대세굴심은 3형식 인공어초의 규격 및 단위체적당 중량이 클수록 높게 발생하였다.

• Proceedings of the KSRS Conference
• /
• 2000.04a
• /
• pp.69-75
• /
• 2000

연안해역의 어장환경정비와 인공어초(Artificial Reef) 어장조성사업을 효과적으로 실시하기 위해서는 어장환경과 해양환경과의 관련을 종합적으로 분석하여 어초적지 지역을 선정하는 기법의 도입이 필요하다. 본 연구에서는 남해안 통영만 지역을 대상으로 인공어초 시설지 적지 선정에서 가장 중요하다고 판단되는 어초 적지조사 1단계 요소 중 수온, 클로로필, 투명도, 수심, 해저저질조건을 위성원격탐사 자료와 GIS를 이용하여 주제도를 작성하고, 인공어초 시설지 적지조건을 따른 가중치를 부여하여 공간분석을 실시함으로써 인공어초 시설 예정지에 대한 적지를 선정하였다. 따라서 위성원격탐사와 GIS를 이용한 인공어초 적지 선정기법을 어초의 적지선정에 있어 필요한 다량의 자료를 정성 및 정량적으로 D/B화하여 분석함과 동시에 가시화 함으로써 지방자치단체에서 보다 효율적인 어초시설의 종합적인 관리를 가능하게 하였다.

• Proceedings of the Korean Society of Fisheries Technology Conference
• /
• 2001.05a
• /
• pp.35-36
• /
• 2001

본 연구는 해저지형 측정시스템을 이용하여 인공어초가 설치된 통영항 근처의 해저지형을 측정하였다. 인공어초는 해저의 지형 및 저질을 파악한 후 적정위치에 설치되어져야 한다. 본 조사에서는 이미 인공어초가 설치되어진 지역의 해저지형을 조사하여 인공어초가 측정되어진 해저지형에 대해 어떠한 형태로 설치되어져 있는지 조사하였다. 향후 인공어초 설치 시 적정지점을 정하는데 주요한 초기 기초 조사 방법으로써 본 해저지형시스템 사용의 가능성을 제시하고자 한다. (중략)

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.19 no.9
• /
• pp.341-347
• /
• 2018

The purpose of this study is to develop a new type of hybrid artificial reef that can solve the problems of construction, installation and operation of existing concrete type and steel type artificial reef, and to evaluate basic structural performance through static loading test. For this purpose, we evaluated the strengths and weaknesses of concrete type and steel type artificial reef in literature, and developed a new type of hybrid artificial reef which can effectively overcome the problems of each artificial reefs while maintaining the advantages of two artificial reefs as an alternative respectively. In order to evaluate the merits of the proposed hybrid artificial reef, it was confirmed that the possibility of securing the convenience of the proposed hybrid artificial reef in the field and the possibility of securing the desired advantages were confirmed. Also, the static loading test was performed to evaluate the basic structural performance of the artificial reef. Through the above study, it was confirmed that the developed hybrid artificial reef exhibited proper structural performance while securing easiness of making and assemble.mm) can be predicted to have a low value up to 60% of the strength of cylinders without reinforcement.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.44 no.3
• /
• pp.337-348
• /
• 2024

Artificial reef often experiences a functional loss due to scour, even though serveral surveys of a seabed were performed prior to installation. Particularly in the east and west coasts in Korea, where the artificial reefs are installed, there are clear differences in the geotechnical characteristics of the seabed. Therefore, in this study, both field surveys and laboratory experiments were conducted to investigate the scouring characteristics of artificial reefs installed on the east and west coasts of Korea. The laboratory experiments were performed with different velocities and soil types. The field survey results of artificial reef revealed that artificial reef-installed seabeds in the east and west coasts are more vulnerable to scour than settlement. Particularly in the west coast, the loss ratio caused by scour was found to exceed 50 % in most cases. The experimental results showed that scouring occurred faster and more severely on the west coast seabed, which has a smaller particle size compared to the east coast. Additionally when the scour depth exceeded approximately 10 % of the height of the artificial reef, the artificial reef tilted forward and further scouring was induced.

• Proceedings of KOSOMES biannual meeting
• /
• 2005.11a
• /
• pp.139-141
• /
• 2005

It is important to manage artificial fish reefs with installation for restoration. we made survey for installation's condition(location, amount etc), fish community and amount of fishing net around installation area(6,142ha) in Yeosu of artificial fish reefs with side scan sonar and diving. Also we suggests better method of management after installation of artificial fish reefs.

• Proceedings of the Korean Society of Fisheries Technology Conference
• /
• 2000.10a
• /
• pp.39-40
• /
• 2000

최근 "UN 해양법 협약"의 발표와 200해리 배타적 경제수역(EEZ)이 선포되면서 우리나라 원양어업은 물론 연근해 어업마저 붕괴될 위기에 처해 있다. 따라서, 해양수산부는 한.중.일 어업협정으로 인해 축소된 연근해 어장의 생산력 향상과 자원조성을 위하여 인공어초 시설사업을 지속적으로 추진하고 있으며, 앞으로 2011년도 까지 시설면적 총 203,000ha의 인공어초 시설어장을 조성할 계획이다. 한편 제주도에서도 1972년도부터 시작된 연안어장의 자원조성을 위한 인공어초 시설사업은 1998년도 까지 총17,836ha의 인공어초 시설어장이 조성되었다. (중략)

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2004.04a
• /
• pp.563-569
• /
• 2004

인공어초 정밀조사는 21세기 신 해양질서를 통해 연안해역정보가 더욱 중요시 대두되고 있는 시점에서 중요성이 강조되고 있으며, 우리나라 연안에 시설된 인공어초 시설구역은 미측심 구간으로 IHO의 수심 측정에 대한 권고를 받은 상태이다. 그렇기 때문에 신기술 장비인 DGPS와, 멀티빔, 사이드스캔소나등을 이용한 인공어초 정밀조사를 통해 효율적이고, 정확한 조사방법을 제시하고 해양측량에서 발생하는 오차의 보정 방법을 알아봄으로서 어초어장도 제작의 질적 향상 효과를 가져올 것으로 기대된다.

• Journal of the Korean Geosynthetics Society
• /
• v.14 no.3
• /
• pp.21-29
• /
• 2015

An artificial reef is a human-made underwater structure to improve marine environment and to provide a habitat for fish and other ocean wildlife. An artificial reef is placed on the ocean ground. In soft ground like most of the seabed soil, the ground has been settled due to weight of artificial reef. This study investigated the bearing capacity and settlement reduction effect of geosynthetics which were reinforced on the ground in a large size tank. Penetration tests and large soil tank laboratory tests were performed to investigate settlement reduction effect and bearing capacity on artificial reef with different spreading area of geogrid. Laboratory test results indicate that the spreaded geogrid under artificial reef reduce the settlement of ground and increase bearing capacity of ground.

• Proceedings of the Korean Society of Marine Engineers Conference
• /
• 2011.06a
• /
• pp.233-233
• /
• 2011

This study describes the characteristics of accretion and scour around artificial reefs in Korea. The survey for accretion and scour was made at a dice reef set consisting of 137 dice reefs. The volume of a dice reef unit is 8 $m^3$. The reef set was placed on the muddy sand at 21.6 m in November of 1999. Equipment used in the survey includes Side Scan Sonar, Multi Beam Echo Sounder, Sub-Bottom Profiler and water current meter. According to the results, the artificial reefs are heaped up at two to three times (4 m) the height of the dice reef. The maximum current around the artificial reefs was 81.5 cm/sec at the ebb tide and 72.7 cm/sec at the flood tide. Scour around artificial reefs occurs upstream to the flow while accretion is formed at wake zone in the downstream. The height of accretion ranges from 2.4 to 3.0 m. The crest of the accretion is formed at the distance of about 10 m from the edge of the reef. The slope of accretion is formed steeply at the vicinity of the reef which is at right angles to the direction of main current, and grows gently lower with the increased distance from the reef. Scour is continuously caused by upwelling from the reef set and by side currents that flow parallel to side of the accretion. Also, scour takes place on the deposited sediment rather than on the remaining bottom sediments. This means that, once fully formed, the depth of scour gully on both sides to the direction of main current hardly changes.