• Title/Summary/Keyword: 해양환경 폭로

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Time-dependent Performance-based Design of Caisson Breakwater Considering Climate Change Impacts (기후변화 효과를 고려한 케이슨 방파제의 시간 의존 성능설계)

  • Suh, Kyung-Duck;Kim, Seung-Woo;Mori, Nobuhito;Mase, Hajime
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.23 no.3
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    • pp.215-225
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    • 2011
  • During the past decade, the performance-based design method of caisson breakwaters has been developed, which allows a certain damage while maintaining the function of the structure. However, the existing method does not consider the changing coastal environment due to climate change impacts so that the stability of the structure is not guaranteed over the lifetime of the structure. In this paper, a time-dependent performance-based design method is developed, which is able to estimate the expected sliding distance and the probability of failure of a caisson breakwater considering the influence of sea level rise and wave height increase due to climate change. Especially, time-dependent probability of failure is calculated by considering the sea level rise and wave height increase as a function of time. The developed method was applied to the East Breakwater of the Hitachinaka Port which is located on the east coast of Japan. It was shown that the influence of wave height increase is much greater than that of sea level rise, because the magnitude of sea level rise is negligibly small compared with the water depth at the breakwater site. Moreover, investigation was made for the change of caisson width due to climate change impacts, which is the main concern of harbor engineers. The longer the structure lifetime, the greater was the increase of caisson width. The required increase of caisson width of the Hitachinaka breakwater whose width is 22 m at present was about 0.5 m and 1.5 m respectively for parabolic and linear wave height increase due to climate change.

Influence of Mineral Admixtures on the Diffusion Coefficient for Chloride Ion in Concrete (광물질 혼화재가 콘크리트의 염소이온 확산계수에 미치는 영향)

  • Bae, Su-Ho;Park, Jae-Im;Lee, Kwang-Myong;Choi, Sung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.4A
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    • pp.347-353
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    • 2009
  • The qualitative factors influencing the ingress of chloride ion into concrete are water-binder (W/B) ratio, cement type, age, chloride ion concentration of given environment, wet and dry conditions, etc. Thus, an objective of this experimental research is to investigate the effects of cement types and environmental conditions on the chloride ion diffusion characteristics in concrete through the chloride ion diffusion test. For this purpose, the diffusion coefficients for chloride ion in concrete with three types of cement such as ordinary portland cement (OPC), binary blended cement (BBC), and ternary blended cement (TBC), were measured for the concrete specimens with W/B ratios of 32%, 38%, and 43%, respectively. The diffusion coefficients for chloride ion were also measured for the concrete specimens with W/B ratio of 43%, which were subjected to standard curing and field exposure conditions. It was observed from the test results that the resistance against chloride ion penetration increased with decreasing W/B ratio and those of BBC and TBC concretes were greater than that of OPC concrete. Therefore, it was revealed that the use of these cements containing mineral admixtures is required to extend the service life of RC structures exposed to chloride environment. On the other hand, it was noted that the resistance against chloride ion penetration of field exposure test specimens was slightly lower than that of standard curing test specimens due to the penetration of chloride ion under the irregular ambient temperature, splash of wave, and cycle of wet and dry.

FuzzyES for Environmental Risk Assessment of Ship Navigation (항행 선박 주변 환경의 위험도 평가를 위한 퍼지 전문가 시스템)

  • Kim, Do-Yeon;Yi, Mi-Ra;Park, Gyei-Kark
    • Journal of the Korean Institute of Intelligent Systems
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    • v.20 no.4
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    • pp.541-547
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    • 2010
  • Marine accidents do not correspond with another accidents because of a serious loss of lives and property. The many marine accidents can be attributed to human error like as carelessness and decision faults, and hence there is a strong need for decision-support tools for marine navigation. Much of researchers have introduced the techniques about the tools, but they hardly consider environmental factors (water depth, the width of waterway, a fishing ground, a current, the number of surrounding marine accidents, marine obstacles, etc), which are very important to the decision making of officers. In a previous research, we proposed the conceptual model of environmental risk assessment of ship navigation using fuzzy. This paper describes the detailed design of the environmental factors based on the opinion of navigation experts, and shows the validity of the conceptual model through a prototype system.

One Year of GOCI-II Launch Present and Future (GOCI-II 발사 1년, 현재와 미래)

  • Choi, Jong-kuk;Park, Myung-sook;Han, Kyung-soo;Kim, Hyun-cheol;Im, Jungho
    • Korean Journal of Remote Sensing
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    • v.37 no.5_2
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    • pp.1229-1234
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    • 2021
  • GOCI-II, which succeeded the mission of GOCI, was successfully launched in February 2020 and is in operation. GOCI-II is expected to be highly useful in a wide range of fields, including detailed changes in the coastal seawater environment using improved spatial and spectral resolution, increased number of observation and full disk observation mode. This special issue introduces the assessment of the current GOCI-II data quality and the studies on the accuracy improvement and applications at this time of one year after launch and data disclosure. We expect that this issue can be an opportunity for GOCI-II data to be actively utilized not only in the ocean but also in various fields of land and atmosphere.

2000년 서해 함평만 부유성 어란 자치어의 분포와 계절 변동

  • 전송미;이경식;변도성;조영철;이성환
    • Proceedings of the Korean Society of Fisheries Technology Conference
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    • 2001.05a
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    • pp.411-412
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    • 2001
  • 본 연구해역인 함평만은 서해 남부에 위치한 최대 폭 12 km이고 길이는 약17km 정도의 중대형 반폐성 만이다. 만 입구는 매우 좁고 북서쪽으로 열려져 있고 주 조류로는 만의 중앙부를 따라 북서-남동 방향으로 발달되어 있다. 함평만은 1910년대 이후 농지 확보를 위한 소규모 간척 사업으로 해안선의 변화가 있었고 비교적 육지와 연결된 큰 수계가 없어 육상기원의 환경오염원은 적은 편이다. (중략)

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벗굴, Ostrea denselamellosa의 채묘와 양성방법에 따른 치패의 성장

  • 양문호;김형섭;이재용;정지현;한창희
    • Proceedings of the Korean Society of Fisheries Technology Conference
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    • 2001.05a
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    • pp.342-343
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    • 2001
  • 우리나라에서 굴양식은 최근에 와서 채묘 및 종묘수급의 불안정으로 생산량 변동 폭이 커질 뿐만 아니라 그 생산량도 점차로 줄어들고 있는 추세에 있다. 그러므로 지속적인 어민소득향상과 굴 생산의 안정적인 공급을 위해서는 환경적응 능력이 강하고 고부가 가치성을 가진 새로운 양식 대상품종을 개발하여 굴 양식을 다원화 할 필요가 있다. 새로운 양식대상 종의 선정은 양식 주 종인 참굴과는 생태학적으로 경쟁적 위치에 있지 않은 종을 선택하는 것이 가장 바람직하다. (중략)

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Improvement of the accuracy of XBT based underwater sound speed using the unmanned maritime system and satellite remote sensing data in the Yellow Sea (해양무인체계와 위성 원격탐사 자료를 이용한 XBT 기반의 황해 수중음속 정확도 향상 방안)

  • Kil, Bum-Jun
    • The Journal of the Acoustical Society of Korea
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    • v.38 no.6
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    • pp.621-629
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    • 2019
  • A logical measure is suggested to estimate an accurate Sound Speed Profile (SSP) for the unusual variation of salinity in the Yellow Sea. Based on National Aeronautics and Space Administration (NASA)'s Aqua and Soil Moisture Active Passive (SMAP) satellite data, this measure identifies the area of temperature inversion effect and expansion of low salinity (<30.5 psu) water. Subsequently, on the area, the Conductivity, Temperature, and Depth (CTD) mounted unmanned maritime system estimates accurate SSP. In order to carry out this measure conveniently, a flow chart is demonstrated in this research. By using this measure which finds the high variational salinity area, the inaccuracy issue for calculating SSP from Expandable Bathy Thermograph (XBT) is expected to be solved.

Study on the Fairway Used by Coastal Passenger Ship at Mokpo Port (목포항 입출항 연안여객선의 이용 항로에 관한 고찰)

  • Lee, Li-Na;Lee, Hong-Hoon
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.4
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    • pp.525-532
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    • 2022
  • The port of Mokpo operates the largest number of coastal passenger ships and routes in Korea. These coastal passenger ships pass through narrow channels in the south-west coast of Korea owing to the geographical effect. It is difficult to find a research for the safety of the marine traffic environment in the narrow channel used by coastal passenger ship. Therefore, in this study, the navigation safety of the target coastal passenger ship was analyzed in the narrow channel near the port of Mokpo using the Korea design standard for port and harbour facilities. As a result of the analysis, the width of the narrow channel between Maek-island and Dali-island is narrower than 1.5 times of the target ship's length over all, the degree of curvature of the narrow channel exceeds the standard value of 30°, and several fishing gears exist near the narrow channel. Finally, the following were suggested to improve the safety of navigation on the narrow channel: keeping one-way traffic during the day-time, and navigating through the designated fairway during night·visibility restriction·low tide.

A Study on the Characteristics of Echolocation Signals of the Common Dolphin, Delphinus Delphis (참돌고래의 반향정위 신호특성에 관한 연구)

  • 신형일;윤갑동;신현옥;최한규;박태건
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.37 no.3
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    • pp.189-195
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    • 2001
  • The characteristics of echolocation signals of the Common Dolphin, Delphinus Delphis was observed by the hydrophone in order to detect exactly distribution and migration on whales and dolphins in Korean Coastal waters. It's observation was carried out at the position of 13 mm off Gam-Po of Korean east-southern sea at 3rd-5th. April and 13th-15th. October, 1999. The results obtained are summarized as follows: (1) The frequency range of ship's noise and ambient noise in the observed station was 0.5-0.3 kHz, that ones could be influenced to the behavior of common dolphins which carry out echolocation using low-frequency. (2) The common dolphin was radiated single click of 8.6 ms and double click of 4.8 ms pulse width during these observation (3) The high click frequencies of common dolphin were 5.10 kHz, 7.22 kHz, 10.60 kHz with the click pulse width of 4.0 ms, 2.6 ms, 1.0 ms, respectively. In case of low-frequency 1-2 kHz, that is, 1.12 kHz, 1.38 kHz, 1.82 kHz, pulse width were 22.4 ms, 2.05 ms, 11.9 ms, respectively and they showed a tendency using triple click signal. (4) The pulse width, pulse recurrence interval and frequency range of the observed echolocation signals were 2.4-8.4 ms, 9.0-40.0 ms, 0.60-10.63 kHz respectively, and frequency spectrum level was 100-125 dB for single, double, triple click signals.

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A Study on Correlation Between Cyclic Drying-Wetting Accelerated Corrosion Test and Long-term Exposure Test (건습반복 부식촉진시험 및 장기폭로시험의 상관성에 대한 연구)

  • Park, Sang-Soon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.20 no.4
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    • pp.136-143
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    • 2016
  • There are various method for evaluating the durability life of concrete structures due to salt damage. The best way is to perform a corrosion test for a rebar embedded in concrete specimen was exposure to marine environment. However, this method has the disadvantage that it takes a long period of time. Also, accelerated corrosion test which was complemented complements the time-consuming weakness is limited to apply because it could not reveal a correlation between long-term exposure test. Accordingly, the purpose of this study is to derive a correlation coefficient between cycle drying-wetting accelerated corrosion test and long-term exposure test. Corrosion initiation time was measured in four types of concrete samples, i.e., two samples mixed with fly ash(FA) and blast furnace slag(BS), and the other two samples having two water/cement ratio(W/C = 0.6, 0.35) without admixture(OPC 60 and OPC 35). The accelerated corrosion test was carried out by two case, i.e., one is a cyclic drying-wetting method(case 1), and the other is a artificial seawater ponding test method(case 2). Whether corrosion occurs, it was measures using half-cell potential method. The results indicated that case 1 is to accelerated the corrosion of rebar about 24~36% as compared with case 2, then the corrosion of rebar embedded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between accelerated corrosion test and long-term exposure test, case 1 is 4.23 to 5.42, and case 2 is 6.54 to 7.82.