• 제목/요약/키워드: Near coast site

검색결과 38건 처리시간 0.027초

제주 동부연안 통밧알 석호의 연체동물상 보고 (Report on the molluscan fauna in Tongbatarl lagoon on the east coast of Jeju, Korea)

  • 이희중;;박상률;홍현기;이병걸;최광식
    • 한국패류학회지
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    • 제30권1호
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    • pp.95-99
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    • 2014
  • In the present study, we surveyed the molluscan fauna in a lagoon located near Seong-san harbor on the east coast of Jeju Island in July 2012. For the survey, a $25{\times}25cm$ quadrat was deployed over 3 randomly selected sites in the intertidal area of the lagoon. Sediment from the surface to a depth of 25 cm in the quadrat was removed and sieved using a 1 mm mesh sieve. All molluscan fauna retained on the sieve was identified to the species level. From the survey, 25 species of mollusca belonging to 2 orders and 16 families were identified. Species richness, in terms of total number of species, was found to be the highest at sampling site 1, where the substrate was composed of coarse sand and some rocks, while it was lowest at sampling site 3, composed of compact fine sand. Regardless of the type of substrate at the sampling sites, the mud-creeping snail Batillaria cumingii (Crosse, 1862) occurred at a high density, ranging from $324-468ind./m^2$. The luciniid bivalve Pillucina pisidium also occurred at a high density at sampling site 1, at $336ind./m^2$, while the density of this species was only $4ind./m^2$ at sampling site 3. The Manila clam Ruditapes philippinarum could be found at all 3 sampling sites with very low density ranging from $16-48ind./m^2$. The density and species richness of molluscs observed in this study was lower compared to the previously reported molluscan fauna in Jeju Island, suggesting that further investigation needs to be carried out to conserve the unique marine lagoon ecosystem in Jeju Island.

풍속 재현빈도와 일치하는 해일모의용 표준태풍 생성 (Generation of a Standard Typhoon using for Surge Simulation Consistent with Wind in Terms of Return Period)

  • 강주환;김양선;권순덕;전영선
    • 한국해안·해양공학회논문집
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    • 제28권1호
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    • pp.53-62
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    • 2016
  • 서해안에 영향을 미친 태풍자료를 사용하여 몬테칼로 시뮬레이션을 통해 목포를 비롯하여 군산, 인천 및 제주 등 서해안 4곳의 빈도별 풍속을 산정하였다. 민감도분석 결과 최근접거리와 최대풍속반경의 차이가 풍속에 가장 영향을 크게 미치는 요소이고 위치각과 기압강하량 역시 민감한 반면 이동속도는 가장 둔감한 매개변수로 나타나고 있다. 이를 토대로 빈도별 최대풍속을 발생시키는 평균적인 해당빈도의 표준태풍을 설정할 수 있으며, 각 지점에서의 태풍 매개변수 설정을 통해 표준태풍을 확립할 수 있다. 이러한 표준태풍을 통해 빈도별 풍속과 일맥상통하는 빈도별 해일고 역시 산정할 수 있게 된다. 또한 가항반원에 해당하는 자료만 포함시켜 해석함으로써 음해일을 유발하는 표준태풍 역시 생성할 수 있다.

오일펜스를 활용한 다수 인명의 구조에 관한 연구 (A Study on Mass Rescue Operation Utilizing an Oil Boom)

  • 정봉훈;최현규;박갑준;하승영
    • 해양환경안전학회지
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    • 제24권6호
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    • pp.686-693
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    • 2018
  • 2014년 세월호 침몰사고 이후 해상에서의 안전에 대한 국민적 관심이 높아져 왔다. 해상에서 인명구조에 필요한 초기 대응시간을 확보하기 위해 구조기관의 골든타임뿐만 아니라 조난자도 구조대원이 현장에 도착하기까지 필요한 시간을 확보할 필요가 있다. 본 연구는 유류오염방제정(이하 방제정)에 비치된 오일펜스를 활용하여 다수의 인명들을 구조할 때 조난자의 심리적 안정을 유지하고 안전하게 인명을 구조하는 방안에 대한 연구를 진행하였다. 실 해역 실험을 통해 오일펜스의 측면에 구명줄 설치 시 1 m 당 70 kg 성인 2명의 부력을 유지할 수 있고 양측면에는 4명을 유지할 수 있음을 확인하였다. 또한 오일펜스 상부에 탑승 시 8 m 당 성인 3명에 대한 부력이 유지되고 있음을 확인하였다. 구조 방법으로는 방제정에서 설치한 오일펜스 후단을 잡고 고속단정이 조난자에게 접근시키는 것이 가장 신속하고 정확하게 구조하는 방법임을 확인하였다. 이 결과로 오일펜스를 활용하여 구조기관이 구조에 필요한 시간을 확보하고 아울러 조난자가 구조 시까지 심리적 안정을 가질 수 있어 다수의 인명들을 구조할 때 구조 방안으로 활용할 수 있음을 확인하였다.

Analysis of Numerical Model Wave Predictions for Coastal Waters at Gunsan-Janghang Harbor Entrance

  • Lee Joong-Woo;Lee Hak-Seung;Lee Hoon;Jeon Min-Su;Kim Kang-Min
    • 한국항해항만학회지
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    • 제29권7호
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    • pp.627-634
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    • 2005
  • Gunsan-Janghang Harbor is located at the mouth of Gum River, on the central west coast of Korea The harbor and coastal boundaries are protected from the effects of the open ocean by natural coastal islands and shoals due to depositions from the river, and two breakwaters. The navigation channel commences at the gap formed by the outer breakwater and extends through a bay via a long channel formed by an isolated jetty. For better understanding and analysis of wave transformation process where a wide coastline changes appear due to on-going reclamation works, we applied the spectral wave model including wind effect to the related site, together with the energy balance models. This paper summarizes comparisons of coastal responses predicted by several numerical wave predictions obtained at the coastal waters near Gunsan-Janghang Harbor. Field and numerical model investigations were initially conducted for the original navigation channel management project. We hope to contribute from this study that coastal engineers are able to use safety the numerical models in the area of port and navigational channel design.

서스펜션 P.S. 검층을 이용한 해저 지반의 동역학적 특성에 관한 연구 (A Study on the Dynamic Characteristics of on-shore Ground Using Suspension P. S. Logging)

  • 김용수;정승용;장찬수;김수삼
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 가을 학술발표회 논문집
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    • pp.357-364
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    • 1999
  • In recently site investigations, the need for the determination of dynamic soil properties such as dynamic modules of rigidity, elasticity, dynamic poison's ratio and damping ratio etc. is increasing for the astigmatic designs of the civil structures. To obtain some of the dynamic properties, measurement of elastic waves velocity, both P and S wave, is required. Among various methods to measure elastic wave velocity such and Down Hole, Cross Hole and Refraction etc., Suspension P.S. Logging has an advantage to use for the off-shore investigation where generation of the shock wave and traveling of the wave is difficult. In suspension P.S. logging, specially designed prove equipped with source of shock wave, two 3-channel receivers, departing 1m distance, and other auxiliary facilities is inserted down in a bore hole bottom and raised in predetermined interval, usually 1m or 2m, and measurement is conducted. P.S. logging have been conducted in a off-shore construction project near InChon in the west coast for the first in the country, and form the result, potential of the liquefaction of the subsoil was evaluated and compared with the conventional method.

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Occurrence mechanism of recent large earthquake ground motions at nuclear power plant sites in Japan under soil-structure interaction

  • Kamagata, Shuichi;Takeqaki, Izuru
    • Earthquakes and Structures
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    • 제4권5호
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    • pp.557-585
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    • 2013
  • The recent huge earthquake ground motion records in Japan result in the reconsideration of seismic design forces for nuclear power stations from the view point of seismological research. In addition, the seismic design force should be defined also from the view point of structural engineering. In this paper it is shown that one of the occurrence mechanisms of such large acceleration in recent seismic records (recorded in or near massive structures and not free-field ground motions) is due to the interaction between a massive building and its surrounding soil which induces amplification of local mode in the surface soil. Furthermore on-site investigation after earthquakes in the nuclear power stations reveals some damages of soil around the building (cracks, settlement and sand boiling). The influence of plastic behavior of soil is investigated in the context of interaction between the structure and the surrounding soil. Moreover the amplification property of the surface soil is investigated from the seismic records of the Suruga-gulf earthquake in 2009 and the 2011 off the Pacific coast of Tohoku earthquake in 2011. Two methods are introduced for the analysis of the non-stationary process of ground motions. It is shown that the non-stationary Fourier spectra can detect the temporal change of frequency contents of ground motions and the displacement profile integrated from its acceleration profile is useful to evaluate the seismic behavior of the building and the surrounding soil.

Inner harbour wave agitation using boussinesq wave model

  • Panigrahi, Jitendra K.;Padhy, C.P.;Murty, A.S.N.
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제7권1호
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    • pp.70-86
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    • 2015
  • Short crested waves play an important role for planning and design of harbours. In this context a numerical simulation is carried out to evaluate wave tranquility inside a real harbour located in east coast of India. The annual offshore wave climate proximity to harbour site is established using Wave Model (WAM) hindcast wave data. The deep water waves are transformed to harbour front using a Near Shore spectral Wave model (NSW). A directional analysis is carried out to determine the probable incident wave directions towards the harbour. Most critical threshold wave height and wave period is chosen for normal operating conditions using exceedence probability analysis. Irregular random waves from various directions are generated confirming to Pierson Moskowitz spectrum at 20m water depth. Wave incident into inner harbor through harbor entrance is performed using Boussinesq Wave model (BW). Wave disturbance experienced inside the harbour and at various berths are analysed. The paper discusses the progresses took place in short wave modeling and it demonstrates application of wave climate for the evaluation of harbor tranquility using various types of wave models.

대기 에어로졸의 체류시간과 화학조성 I. 부산지역에서 주요이온과 중금속의 농도 (Residence Times and Chemical Composition of Atmospheric Aerosols I. Concentration of Major Ions and Heavy Metals in Pusan)

  • 양한섭;전은주;김영일;옥곤
    • 한국환경과학회지
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    • 제8권1호
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    • pp.51-59
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    • 1999
  • Chemical composition of atmospheric aerosols was measured at 4 sites in Pusan. All the samples were collected with a high volume air sampler from January to October 1996, to analyze major ions and heavy metals. Dominant ions of aerosols were S $O_4$$^{2-}$ in anion and N $a^{+}$ in cation. Sulfate, nitrate and ammonium ions in aerosols showed high enrichment factor to soil and seawater composition. The concentrations of heavy metals in aerosols was lowest at the site PI near the coast. The lowest concentrations of major ions and heavy metals mainly appeared in August, probably due to scavenging by frequent rains. Especially, the concentrations of total suspended particulate matter(TSP) and heavy metals in aerosols showed good correlations in Pusan. Based on crustal Al, enrichment factors for some metals(Zn, Cu, Pb, Cd) in aerosols were significantly greater than unity, and the order was Cd > Pb > Zn > Cu. This evidence suggests that Cd and Pb are derived predominantly from non-crustal sources.s.

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태풍 시뮬레이션을 통한 서남해안의 극한풍속 예측 (Estimation of Extreme Wind Speeds in Southern and Western Coasts by Typhoon Simulation)

  • 권순덕;이재형
    • 대한토목학회논문집
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    • 제28권4A호
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    • pp.431-438
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    • 2008
  • 본 연구에서는 열대성 저기압에 의하여 지배를 받는 우리나라 서남해안의 풍속을 추정하기 위한 개선된 태풍 몬테카를로 시뮬레이션 방법을 제시하였다. 이를 위하여 적절한 태풍의 물리적 모델을 제시하고 실측치와 비교하여 검증하였다. 아울러 태풍을 구성하는 파라메터의 확률분포 모델을 제시하고 우리나라 인근을 통과한 태풍자료를 사용하여 적합성을 검사하였다. 본 연구의 방법으로 서남해안 주요 지점의 재현기간별 풍속을 추정하여 제시하였는데, 위도가 낮아질수록 풍속이 높아지며, 도로교설계기준의 기본풍속은 과다한 것으로 나타났다.

RTK-GPS 측량을 이용한 해안지형의 정성적 분석 (Qualitative Analysis of Coast Topographic Using RTK-GPS)

  • 김용석;이재원
    • 대한공간정보학회지
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    • 제15권2호통권40호
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    • pp.77-85
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    • 2007
  • 현재 남한의 해안선 길이는 일제시대 측량한 자료에 의하면 육지해안과 도서해안을 합하여 총연장이 약 11,542km에 달하는 것으로 알려져 있다. 해안선에 대한 정확한 자료를 얻기 위해 현지측량으로 이를 수정 갱신하게 되면 엄청난 예산과 시간이 소요될 것으로 추정되고 있다. 아울러, 공유수면 매립과 간척사업 및 신항만 건설 등 크고 작은 각종 개발사업으로 인해 연안해역과 해안선이 수시로 변화되어 연안해역도의 갱신작업이 빈번해지고 있어 현지측량에 대한 대안이 필요하다. 본 논문에서는 연구대상의 지역적 범위를 부산지역5개 해안(송도, 해운대, 광안리, 송도, 다대포 해안)으로 정하였고, RTK-GPS 측량을 실시한 뒤 정성적 분석과 3차원 지형분석을 실시하였다.

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