• 대한조선학회논문집
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• 제36권1호
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• pp.99-108
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• 1999

초고층강제어초(VEry High-rise Steel Artificial Reef, VEHSAR)의 형상 표현과 해석을 위해서 3차원 모델링 프로그램을 Windows 95(또는 Windows NT) 환경하에서 MFC(Microsoft Foundation Class)를 기반으로 한 Visual C++로 개발하였다. 컴퓨터를 통해 미리 초고층 강제어초 건조를 실제와 같이 구현해 봄으로써 문제점의 사전 예측 및 대책 수립 등을 가능케 하는 저비용 고효율의 일관설계시스템을 구축하는 것을 목표로 하는 이 프로그램은 객체지향프로그램 기법과 CAD/CAM기술의 도입으로 생산성 향상이 기대되며, OpenGL이라는 그래픽 라이브러리를 도입하여 좀더 빠른 고화질의 3차원 그래픽을 화면상에 나타나게 할 수 있다.

• 대한조선학회논문집
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• 제38권2호
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• pp.44-52
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• 2001

초고층 강제어초를 대상으로 3차원 형상표현, 도면 자동 추출, 자재물량정보 산출, 구조해석 입력정보 산출 등이 가능한 모델링 프로그램이 연구(I)에서 개발된 이래 강제어초에 미치는 유체 항력을 구하기 위해 해양공학광폭수조에서 모형시험을 수행하였으며, 구조적인 문제를 점검하기 위해서 구조해석을 수행하였다. 또한 새로운 형태의 초고층 강제어초를 설계할 수 있는 통합시스템을 구축하였다.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2006년도 전기학술대회논문집
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• pp.211-212
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• 2006

인공어초에 대한 정확한 개수산정은 인공어초 사후관리사업의 필요충분조건이라 할 수 있다. 그러나, 현재까지 정립된 기준 산정방법이 없으며, 개수 산정시 필요한 실체적율 또는 0.8을 관례적으로 사용하였다. 본 연구에서는 인공어초를 투하한 직후 멀티빔에코사운더를 이용한 조사를 통하여 정확한 실체적율값을 알아보았다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2010년도 춘계학술대회
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• pp.119-122
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• 2010

본 논문은 황폐화된 어장의 생산성을 제고하고 자원을 증강시키는 목적으로 최근 국내외에서 추진되고 있는 인공어초에 대한 사후관리와 성능 평가 측면에서의 문제점을 제시하고 이를 보안하기 위한 대안으로써, 바다목장 내에 시설된 인공어초를 지속적으로 모니터링 하고 주변 환경정보를 수집할 수 있는 "IT 융합 인공어초 시스템"을 설계하고 구현 하였다.

• 대한토목학회논문집
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• 제10권2호
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• pp.113-128
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• 1990

해안지대(海岸地帶)의 토지(土地) 이용(利用)이 고도화(高度化) 되면서 호안배후지(護岸背後地)에 발생(發生)하는 재해(災害)에 대한 관심도(觀心度)가 날로 증가(增加)하고 있다. 재해(災害)는 태풍(颱風)이 해안지대(海岸地帶)에 내습(來襲)하여 호안(護岸)을 파괴하고 해수(海水)가 육지(陸地)에 침입함으로써 발생(發生)하고 있다. 이러한 월파(越波)에 대한 재해(災害)는 과거(過去)에는 방재불능(防災不能)의 재해(災害)로 인식(認識)되어 왔지만 현재(現在)는 월파(越波)에 대한 연구(硏究)와 대책(對策)이 충분히 강구(講究)되어 있는 실정(實情)이다. 이들 재해(災害)를 방지(防止)하고 호안배후지(護岸背後地)를 유지관리(維持管理)하기 위해서는 내습(來襲)하는 고파랑(高波浪)을 먼 바다에서 강제쇄파(強制碎波) 시킴으로 인해서 월파(越波)가 발생(發生)하기 직전(直前)에 파고(波高)를 저감(低減)시키는 것도 면적방어공법(面的防禦工法) 가운데 하나이다. 본(本) 연구(硏究)에서는, 내습(來襲)하는 파랑(波浪)의 특성(特性)(쇄파(碎波), 비쇄파(非碎波) 그리고 불규칙파(不規則波), 규칙파(規則波))을 고려(考慮)하여 불규칙파(不規則波)의 인공(人工)Reef상에서 파고(波高) 주기결합분포(週期結合分布)의 적용성(適用性)을 검정(檢定)하고, 월파량(越波量)을 산정(算定)함으로써, 보다 정도(精度) 높은 월파량(越波量)을 산정(算定) 할 수 있는데 특성(特性)이있다. 한편, 불규칙파(不規則波)의 월파량(越波量) 실험(實驗)을 통하여 기존식(旣存式)들과 비교(比較)하여 본(本) Model의 적용성(適用性)을 밝히고, 규칙파(規則波)와 불규칙파(不規則波)의 월파량(越波量)의 차(差)를 밝혀서 직접(直接) 설계(設計)의 기초자료(基礎資料)로 이용(利用) 하도록 하였다.

• 수산해양기술연구
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• 제44권3호
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• pp.207-217
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• 2008

Costal regions in Korea often suffer severe damages due to wave-induced disasters, storm surge disasters and so on. therefore, many engineers and researchers have devoted their energy to prevent these costal disasters. The development of artificial reefs including sunken vessels is one of their remarkable achievements and various kind of these artificial upwelling structures have been designed and applied. However, the flow characteristics around a Tetrapod under the water has not been investigated experimentally. So in this article, in uniform flow of circulating water channel and some different velocities, PIV measurement has been conducted on the flow characteristics behind a Tetrapod. The results were analyzed on the flow characteristics of both cases of a Tetrapod. Therefore, it can be concluded that the both cases have its own distinctive flow characteristics behind the bluff body; Case A has an steep upstream flow pattern. On the contrary, Case B has an developed downstream flow pattern in the near wake of the Tetrapod. The velocity gradient at position x=150mm of Case-A appears gently up and down But, the velocity gradient at the same position of Case-B appears better highly up and down.

• 수산해양교육연구
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• 제28권3호
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• pp.630-644
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• 2016

We conducted a comprehensive review on artificial reefs (ARs) including seaweed reefs for marine afforestation in relation to their development and research from 1972 to 2016, and then systematically analyzed their current a state-of-the-art and practice. From the review, the followings conclusions are made. First, the objectives of AR projects in the Southeast Asia can be classified into three, i.e. protection and increase of fishery resources, local community's profits, and ecological tourism. Second, fish gathering effects by ARs can be determined in terms of wake region or wake length that tends to increase with the K-C (Keulegan-Carpenter) number. Third, ARs are desirable to deploy across a direction of the main flow but it is essential to keep the deployment interval two to four times the length of a single reef. Fourth, stability of ARs depends on how to evaluate drag coefficient, and Morison formula turns out to be practical. Fifth, local scours of ARs are likely to occur due to a downward flow around the center of the front surface. Finally, it is natural for ARs to positively contribute to the marine ecosystem but it is imperative to develop an evaluation method for the effects of ARs on the marine ecosystem.

• 한국해양공학회지
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• 제18권1호
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• pp.53-62
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• 2004

The Purpose of this study is to recycle the waste concrete, which is generated in huge quantities, from construction works. in order to achieve this goal, it is important to determine the compressive strength, workability, slump, and ultrasonic velocity of recycled aggregate concrete. Thus, several experiment parameters are considered, such as water-cement ratios, sand percentage, and fine aggregate composition ratios, in order to apply the recycled aggregate concrete to pre-cast artificial fishing reefs. From the results, it has been shown that the proper mix designs for reef concrete are W/C=45%, S/a=50%, SR50:SN50 in recycled sand and natural sand mix combination case, W/C=45%, S/a=50%, SC50:SN50 in crushed sand and natural sand mix combination case, W/C=45%, S/a=50%, SR50:SC50 in recycled sand and crushd sand mix combination case. Also, this study shows that the shape and surface roughness of fine aggregate particles have an effect on the strength, slump, ultrasonic velocity of tested concrete, and the compressive strength ratios of 7days' and 90days' curing ages of recycled aggregate concrete are about 70% and 110% of 28days' curing age.

• Journal of Advanced Research in Ocean Engineering
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• 제2권4호
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• pp.169-178
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• 2016

Recently, artificial reefs (ARs) have been frequently used primarily owing to the development in AR materials and projects for relatively complicated, large ARs. Among several engineering issues of ARs, wake region of an AR has been characterized because these regions have a high probability of recruiting seaweed spores, providing an energy saving zone, and facilitating deposition of sediments, nutrients, and bio-deposits. To characterize an efficiency index of an AR wake region and its dependency on the prevailing water flow directions, this study proposes a so-called efficiency index diagram. This characterization is done by normalizing the wake volumes with respect to the real AR volume and illustrating how efficiency indices vary with respect to the inlet flow directions. As a result, according to the diagram characteristics such as an averaged efficiency index, fundamental symmetric angle, secure angles, and principal directions, we can easily figure out how a target AR should be aligned along the main water flows to maximize the wake region around the AR. In addition, six ARs are considered and their efficiency index diagrams are illustrated to pinpoint the physical characteristics.

• 한국해양공학회지
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• 제24권1호
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• pp.106-115
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• 2010

This study described the stability of riprap, which was examined by a two-dimensional physical model of a scattered riprap submarine breakwater. Artificial reef structures made of scattered riprap are used like artificial intertidal zone structures as waterfront seaside structures. To prevent topography change in such an artificial intertidal zone the energy is reduced at the scattered riprap submarine breakwater by intercepting high waves. The breaking waves are converted into flow on the front surface slope of the submarine breakwater, which follows the upper part of the artificial intertidal zone. Because of this phenomenon of resisting water flow, it is very important to calculate the required weight of the riprap to maintain its stability. The results of a physical model can be abstracted as shown below. First, distribute the wave breaking types occurring on the front surface slope of the submarine breakwater and arrange it in relation to the movement of riprap. Second, using the hydraulic phenomenon that occurs at the depth of the scattered riprap submarine breakwater, propose a calculation formula for the velocity distribution showing the influence on the stability of the riprap. Third, propose and compare values, which can be obtained by experiments and calculations for riprap stability on the front surface of the artificial intertidal zone. Fourth, calculate the required weight for riprap stability.