• Title/Summary/Keyword: 해양수도

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Spatial Distribution of Benthic Macrofaunal Community in Ulsan Bay and Onsan Bay, Eastern Coast of Korea (울산만과 온산만 저서동물군집의 공간분포)

  • Yoon, Seong-Myeoung;Koh, Chul-Hwan;Shin, Hyun-Chool
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.6 no.3
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    • pp.180-189
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    • 2001
  • This study was conducted to investigate the macrobenthic community in Ulsan Bay and Onsan Bay, in November of 1997. The density of benthic animals was 535 md./m2, and the number of species was 117. Polychaeta was the most dominant faunal group, comprising a total of 63 species, and its density was 380 md./m2 The most dominant benthic macrofauna was Cirratulrus cirratulas (2.7%), and followed by Tharyx sp. (16.6%), Ruditapes philippinarum (16.1%), Lumbrineris longifolia (10.3%) and so on. The dominant species occupied their distinct unique distribution area. Tharyx sp., R. philippinarum and Grandidierella sp.1 occurred mainly in Ulsan Bay, L. longifolia and Euchone sp. in Onsan Bay, and C. cirratulas and Cirriforimia tentaculata in both bays. By cluster analysis, study area was divided into 4 station groups: Northern Ulsan Bay (Al), the middle area of Ulsan Bay (Bl), offsea area between Ulsan Bay and Onsan Bay (Bll), and Onsan Bay (C). Northern Ulsan Bay was characterized by low species number and high density. The dominant species were C. cirratulas R. philippinarum and Tharyx sp. The middle area of Ulsan Bay was by low species number and density, and its characteristic species was Grandidierella sp.1. The offsea area between Ulsan and Onsan Bay was by high species number and low density. Onsan Bay was by high species number and high density, and its important species were L. longifolia and Euchone sp.

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Hydraulic Characteristics Investigation due to the Change of GapWidth between Artificial Reefs (인공리프 개구폭 변화에 따른 흐름특성 고찰)

  • Kim, Kyu-Han;Shim, Kyu-Tae
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.28 no.6
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    • pp.408-415
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    • 2016
  • Small fishing ports and coastal structures installed in a relatively low sea water depth disturb the wave induced current and cause the collapse of equilibrium state of sediment transport. These structures creates diffracted waves and matter the concentration of waves to cause the beach erosion. In order to mitigate these eroding problems on the beach, many counter measurements were proposed such as detached breakwater, groin or headland; however, these methods interrupt the aesthetic view of sandy beach due to the exposed structures above the sea level and have difficulty of applying to those beaches with the good scenery. Furthermore, some of these methods create secondary environmental problems after the installations. To eliminate these problems, one of the countermeasures, artificial reefs have been selected and used worldwide to minimize the disturbance of the scenery and secondary effects on the environment. Meanwhile, it is important to set the design elements for installing the artificial reefs such as that of length, opening width, clearing distances from the shoreline and more. Nevertheless, there are no construction manuals or standards for designing the artificial reefs with these important design elements yet. In this study, different conditions of artificial reefs were used with various cases throughout hydraulic model test to precisely analyze the changes of waves and currents to propose the standards of design elements to install the artificial reefs.

Forecasting of Sea-Level Rise using a Semi-Empirical Method (반경험식법을 이용한 미래 해수면 상승 예측)

  • Kim, Tae-Yun;Cho, Kwang-Woo
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.19 no.1
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    • pp.1-8
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    • 2013
  • In this paper, we predicted sea-level rise for RCP 4scenarios(RCP 2.6, RCP 4.5, RCP 6.0, RCP 8.5). To calculate sea-level rise, a semi-empirical method was used and it needs atmospheric temperature rise for each scenario. According to the results, the sea-level has been rising steadily in all scenarios. By 2050 the maximum difference of sea-level rise between the scenarios was within 0.08 m, but its difference was showed more than 0.5 m in 2100. The values of sea-level rise for RCP 2.6, RCP 4.5, RCP 6.0, RCP 8.5 scenarios are 0.87 m, 1.21 m, 1.02 m, 1.36 m, respectively. In the case of RCP 8.5, the slope of atmospheric temperature rise since 2060 was very steep compared to the other scenarios so that the maximum difference of sea-level rise between the scenarios will be much larger after 2100. Estimated by a simple approximation, the maximum difference of sea-level rise can be more than 1.2 m in 2120.

A Simulation on Water quality improvement by the effluent treatment of landbase-seawater culture system in the Kamak bay (육상축양장 배출수 처리에 의한 가막만의 수질개선 시뮬레이션)

  • Kim Dong-Myung;Jang Ju-Hyoung;Cho Hyeon-Seo
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.6 no.1
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    • pp.44-59
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    • 2003
  • The three-dimensional eco-hydrodynamic model was applied to estimate the effect of water quality improvement by the effluent treatment of landbase-seawater culture system in the Kamak bay The computed residual currents were dominated southward flow at the northern narrow strait and eastward flow and clockwise water circulation at the mouth of the bay, strongly. The mean relative errors of DIP, DIN and COD between the simulated and observed results at 9 stations in the Kamak bay were shown 14.3%, 25.8% and 14.4%, respectively. There were high concentrations of DIP, DIN and COD at the northwestern bay which is influenced by pollution loads. The simulations were performed using an ecosystem model under the conditions of DIP 90%, DIN 80% and COD 60% treatment efficiency by the ozone treatment system of landbase-seawater culture system. As a results of simulation, the improvement effects of DIP, DIN and COD are 34.4~54.0% (average 46.4%), 0.4~25.4%(average 8.4%) and 15.6~29.4%(average 22.7%), respectively. Therefore the area of seawater quality grade I based on COD was extended in the bay.

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Morphological and Genetic Species Identification in the Chironomidae Larvae Found in Tap Water Purification Plants in Jeju (제주 정수장에서 출현한 깔따구과 유충의 형태 및 유전학적 분석)

  • Kwak, Ihn-Sil;Park, Jae-Won;Kim, Won-Seok;Park, Kiyun
    • Korean Journal of Ecology and Environment
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    • v.54 no.3
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    • pp.240-246
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    • 2021
  • The Chironomidae is a benthic macroinvertebrate commonly found in freshwater ecosystems, along with Ephemeroptera and Trichoptera, which can be used for environmental health assessments. There are approximately 15,000 species of Chironomidae worldwide, but there are limited studies on species identification of domestic Chironomidae larvae. In the present study, we carried out species classification of the Chironomidae larvae that found in Jeju's tap water purification plants using morphological characteristics and genetic identification based on cytochrome c oxidase subunit I (COI) gene of the mitochondrial DNA. Body shape, mentum, antenna, mandible in the head capsule, and claws were observed in the larvae for morphological classification. Analysis of 17 larvae collected from faucets and fire hydrants of domestic tap water purification plants revealed the presence of two species, including 14 Orthocladius tamarutilus and 3 Paratrichocladius tammaater. These results will aid the use of the criteria information about species classification of the Chironomidae for water quality management in water purification plants and diversity monitoring of freshwater environments.

Method of the Laboratory Wave Generation for Two Dimensional Hydraulic Model Experiment in the Coastal Engineering Fields: Case of Random Waves (해안공학분야에서 2차원 수리모형실험을 위한 실험파 설정방법: 불규칙파 대상)

  • Lee, Jong-In;Bae, Il Rho;Kim, Young-Taek
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.33 no.6
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    • pp.383-390
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    • 2021
  • The experiments in coastal engineering are very complex and a lot of components should be concerned. The experience has an important role in the successful execution. Hydraulic model experiments have been improved with the development of the wave generator and the advanced measuring apparatus. The hydraulic experiments have the advantage, that is, the stability of coastal structures and the hydraulic characteristics could be observed more intuitively rather than the numerical modelings. However, different experimental results can be drawn depending on the model scale, facilities, apparatus, and experimenters. In this study, two-dimensional hydraulic experiments were performed to suggest the guide of the test wave(random wave) generation, which is the most basic and important factor for the model test. The techniques for generating the random waves with frequency energy spectrum and the range for the incident wave height [(HS)M/(HS)T = 1~1.05] were suggested. The proposed guide for the test wave generation will contribute to enhancing the reliability of the experimental results in coastal engineering.

Damage Estimation of Structures by Second Order Modal Perturbation (2차 모우드 섭동법에 의한 구조물의 손상도 추정)

  • 홍규선;윤정방;류정선
    • Computational Structural Engineering
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    • v.5 no.3
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    • pp.119-126
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    • 1992
  • Most civil engineering structures such as bridges, power plants, and offshore platforms are apt to suffer structural damages over their service lives caused by adverse loadings, such as earthquakes, wind and wave forces. Accumulation of structural damages over a long period of time might cause catastrophic structural failure. Therefore, a methodology for monitoring the structural integrity is essential for assuring the safety of the existing structures. A method for the damage assessment of structures by the second order inverse modal perturbation technique is presented in this paper. Perturbation equation consists of a matrix equation involving matrices of structural changes(stiffness and mass matrix changes) and matrices of modal property changes(natural frequency and mode shape changes). The damages of a structure are represented as changes in the stiffness matrix. In this study, a second order perturbation equation is formulated for the damage assessment of structures, and solved by an iterative procedure. The effectiveness of the proposed method has been investigated through a series of example analysis. The estimated results for the structural damage indicated that the present method yields resonable estimates for the structural changes.

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Research of Oyster Shell Recycled Coating Material and its Application to Filter Bed (굴껍질을 재활용한 코팅제의 여과지 코팅 성능평가에 관한 연구)

  • Lee, Hak-Soo;Woo, Dal-Sik;Choi, Myung-Soo;Park, Duck-Weon;Yang, Jae-Sik;Cho, Yun-Sung
    • Proceedings of the KAIS Fall Conference
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    • 2009.12a
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    • pp.1026-1029
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    • 2009
  • 현재 남해안 굴양식산업은 어업인들의 중요한 소득원이 되고 있으나, 굴양식장에서 발생되는 굴패각은 처리곤란 및 악취발생으로 인해 또 다른 해양오염원으로 그 문제성이 심각하게 대두되고 있는 실정이다. 굴양식장에서 연간 약 28~30만여톤의 굴패각이 발생되고 있으며, 그 중 10~20%는 종패부착용이나 비료로 재활용되고 있고, 80~90%는 매립되거나 야적 방치된다고 보고되고 있다. 본 연구에서는 굴패각을 재활용하고자 굴껍질의 성분분석을 실시하여 나노고분자세라믹 코팅제의 세라믹 소재로써의 적용 가능성여부를 확인하였고, 경기도 P정수장 내 여과지 콘크리트 벽면에 코팅처리하여 그 성능을 확인하였다. 그 결과 패각의 굴껍질은 90%이상이 탄산칼슘($CaCO_3$)로 이루어져 있었으며, 굴껍질을 재활용한 나노고분자세라믹 코팅제는 pH 7.5~8.5로서 일반수도를 측정한 pH 7.3~7.8과 유사한 결과를 보였다. 또한, 나노고분자세라믹 코팅제의 콘크리트 벽면에 대한 부착강도는 한국산업규격에 제시된 폴리머의 방수재료 부착강도인 8~10(kg.f/$cm^2$)이상의 값이 나타남에 따라 패각의 굴껍질을 재활용한 나노고분자세라믹 코팅제의 경기도 P정수장 내 여과지 콘크리트 벽면 코팅제로써 적용이 가능한 것으로 확인 되었다.

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A Basic Study on the Minimum Speed Limit for Reducing Congestion in Waterways (항로 내 혼잡상황 감소를 위한 최저속력 제한에 관한 기초 연구)

  • Park, Sang-won;Park, Young-soo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2019.11a
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    • pp.141-143
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    • 2019
  • Vessel Traffic Service (VTS) increases the efficiency of maritime traffic in terms of reducing marine accidents and the efficient use of port facilities. This means that ports and waterways have their own capacities and can be safely adapted to their capacity through proper traffic management of the VTS. Proper traffic management can reduce the number of vessels and unnecessary waiting in ports, which can lead to economic benefits of ups and port terminals. On the other hand, Korean ports and waterways have restrictions on the maximum speed for safety, but there is no restriction on the minimum speed. However, ships that operate at low speeds in ports and waterways may be able to occupy long periods of operational routes, which may impede efficient port operation. Therefore, the purpose of this study is to propose the minimum speed of ship for efficient port and waterway use. To this end, we reviewed the current laws and systems and proposed the appropriate minimum speed in the waterway using the theory of queue.

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Measuring Water Depth by Using a Combination of GPS/Echosounder (음향측심기와 위성항법을 이용한 하천의 수심 측량)

  • 정영동;강상구
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.20 no.4
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    • pp.375-381
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    • 2002
  • Depth of water information is obtained mainly from echo-sounding instrument which observes the round-trip time of signal from water surface to the bottom. Photogrammetry, underwater survey and laser survey etc. are also used as another method of bathymetric surveying. These methods are used specially for making track chart in a shallow water area. On the other hand, aircraft or satellite imagery ara also used in the sea area where the effect of suspended material is low and water quality is good. Presently, general bathymetric surveying has been performed in our country, but the spatial density of surveyed point are relatively low. Therefore, in this study we built a grid water depth chart which measured combing echosounder with GPS-RTK method and the depth accuracy was analyzed by using the data of direct survey water depth. As a results, the bathymatric mapping which use echosounder is more economical method compared to the existing methods.