• Title/Summary/Keyword: Coast and seabed

Search Result 37, Processing Time 0.027 seconds

3D numerical model for wave-induced seabed response around breakwater heads

  • Zhao, H.Y.;Jeng, D.S.;Zhang, Y.;Zhang, J.S.;Zhang, H.J.;Zhang, C.
    • Geomechanics and Engineering
    • /
    • v.5 no.6
    • /
    • pp.595-611
    • /
    • 2013
  • This paper presents a three-dimensional (3D) integrated numerical model where the wave-induced pore pressures in a porous seabed around breakwater heads were investigated. Unlike previous research, the Navier-Stokes equation is solved with internal wave generation for the flow model, while Biot's dynamic seabed behaviour is considered in the seabed model. With the present model, a parametric study was conducted to examine the effects of wave and soil characteristics and breakwater configuration on the wave-induced pore pressure around breakwater heads. Based on numerical examples, it was found that the wave-induced pore pressures at breakwater heads are greater than that beneath a breakwater. The wave-induced seabed response around breakwater heads become more important with: (i) a longer wave period; (ii) a seabed with higher permeability and degree of saturation; and (iii) larger angle between the incident waves and breakwater. Furthermore, the relative difference of wave-induced pore pressure between fully-dynamic and quasi-static solutions are larger at breakwater heads than that beneath a breakwater.

Effects of Dynamic Soil Behaviour on Wave-Induced Seabed Response

  • Cha, D.H.;Jeng, D.S.;Rahman, M.S.;Sekiguchi, H.;Zen, K.;Yamazaki, H.
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
    • /
    • v.5 no.1
    • /
    • pp.1-13
    • /
    • 2002
  • In this paper, an analytical solution for the wave-induced seabed response in a porous seabed is derived. Unlike previous investigations with quasi-static soil behaviour, dynamic soil behaviour is considered in the new solution. The basic one-dimensional framework proposed by Zienkiewicz et al (1980) is extended to two-dimensional cases. Based on the analytical solution derived, the effects of dynamic soil behaviour on the wave-induced seabed response are examined. The boundary of quasi-static soil behaviour and dynamic soil behaviour is clarified, and formulated for engineering practice.

  • PDF

Variation and Structure of the Cold Water Around Ganjeol Point Off the Southeast Coast of Korea (하계 용승현상에 따른 간절곶 주변해역의 냉수역 구조와 변동)

  • Choo, Hyo-Sang
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.22 no.7
    • /
    • pp.836-845
    • /
    • 2016
  • The variation and structure of the cold water mass around Ganjeol Point during the summer of 2011 were studied using data from CTD observations and temperature monitoring buoys deployed at 20 stations off the southeast coast of Korea. There was a $-12^{\circ}C$ surface temperature difference between the cold water mass and normal water during the monitoring period. Variations in the isothermal lines for surface temperature along the coast showed that the seabed topography at Ganjeol Point played an important part in the distribution of water temperature. Cold water appeared when the wind components running parallel to the coast had positive values. The upwelling -response for temperature fluctuations was very sensitive to changes in wind direction. Vertical turbulent mixing due to the seabed topography at Ganjeol Point can reinforce the upwelling of cold bottom water. From wavelet analysis, coherent periods found to be 2-8 days during frequent upwelling events and phase differences for a decrease in water temperature with a SSW wind were 12-36 hours.

A Study on Silt Transport of Seabed Around Incheon Harbor (인천항 주변 silt 이동에 관한 연구)

  • Baek, Seung-Hwa
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.22 no.3
    • /
    • pp.133-142
    • /
    • 2010
  • We calculated using siltation model to know the influnce of the tidal current, the tidal level, the sediment transport of seabed around sea area due to the construction of the Song do New city. We calculated the tidal current and based on this we estimated scour, sedimentation using the advection-diffusion equation and accessed the sediment transport of seabed before and after the construction of the New city. Sedimentation was increased in the east coast of Young jong Do, and Scour was increased according to the direction from the front route of north harbor to Ho do. Tidal level was increased overall.

The Need of Surveying Coast and Seabed information in Korea (우리나라 연안해역 해저정보조사의 필요성 및 조사방향에 관한 연구)

  • Oh Yoon-Seuk;Kim Byung-Guk;Kim Hyung-Su
    • Spatial Information Research
    • /
    • v.13 no.1 s.32
    • /
    • pp.65-78
    • /
    • 2005
  • The coast is important area to set up policies in aspects of environmental, international and developing of resources. The researches have been conducted by many different organizations according to their own purposes. So the fundamental researches of Korean coastal area haven't been completed. For that reason, we can't use the datum to apply f3r different cases. In this paper, we studied about our current situations and the need of surveying. For a effective research methods, we suggest dividing research areas into zones and dividing them into smaller zones. And we divide priority of research and ranging of surveying classes by grading them depending on the importance.

  • PDF

The Methodology for Investigation on Seabed Litters and The Distribution of Seabed Litters in Ports around the Korean Coastline (수중침적 폐기물 실태조사 및 국내 연안의 항 내 수중침적 폐기물 분포에 관한 연구)

  • Kang W.S.
    • Journal of the Korean Society for Marine Environment & Energy
    • /
    • v.4 no.3
    • /
    • pp.74-80
    • /
    • 2001
  • Due to floating marine debris, seabed litters, dead shellfishes and polluted sediments, etc. , which are mainly caused by fishery activities in a large scale around the coastline, expansion of industrialized areas from economic development and drastic increase of free time by the improved standard of living, Korean coast is believed to be cast beyond the self purification of marine ecosystem. Seabed litters, if not remedied in a timely manner, will eventually lead to the overall disorder of benthic ecosystem. Thus, in order to prevent marine ecosystem from being thrown into confusion by seabed litters and to restore ocean environments, it is reasonable to investigate the current status of the seabed litters by carrying out an extensive examination on them and to equip ourselves for marine debris with an systemized tool that provides supports to the building process of an efficient methodology of litters disposal through managing related data appropriately. As an primary step to this goal, a systematic method of investigation is presented in this paper. With this methodology, the present state of the seabed titters is properly understood for the specified list of ports.

  • PDF

An integrated model for pore pressure accumulations in marine sediment under combined wave and current loading

  • Zhang, Y.;Jeng, D.-S.;Zha, H.-Y.;Zhang, J.-S.
    • Geomechanics and Engineering
    • /
    • v.10 no.4
    • /
    • pp.387-403
    • /
    • 2016
  • In this paper, an integrated model for the wave (current)-induced seabed response is presented. The present model consists of two parts: hydrodynamic model for wave-current interactions and poro-elastic seabed model for pore accumulations. In the wave-current model, based on the fifth-order wave theory, ocean waves were generated by adding a source function into the mass conservation equation. Then, currents were simulated through imposing a steady inlet velocity on one domain and pressure outlet on the other side. In addition, both of the Reynolds-Averaged Navier-Stokers (RANS) Equations and $k-{\varepsilon}$ turbulence model would be applied in the fluid field. Once the wave pressures on the seabed calculated through the wave-current interaction model, it would be applied to be boundary conditions on the seabed model. In the seabed model, the poro-elastic theory would be imposed to simulate the seabed soil response. After comparing with the experimental data, the effect of currents on the seabed response would be examined by emphasize on the residual mechanisms of the pore pressure inside the soil. The build-up of the pore water pressure and the resulted liquefaction phenomenon will be fully investigated. A parametric study will also be conducted to examine the effects of waves and currents as well as soil properties on the pore pressure accumulation.

Development of a Numerical Model Considering Active Tsunami Generation (능동적 지진해일 생성을 고려한 지진해일 수치모형 개발)

  • Jung, Taehwa;Hwang, Sooncheol;Son, Sangyoung
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.33 no.4
    • /
    • pp.160-167
    • /
    • 2021
  • Seabed deformation due to the fault failure have both a spatial variation and temporal history. When the faulting process initiates at a certain point beneath seabed, the failure spreads out to neighboring points, resulting in temporal changes of deformation. In particular, such a process induces tsunami waves from the vertical motion of seabed. The uprising speed of seabed affects the formation of initial surface profile, eventually altering the arrival time and runup of tsunamis at the coast. In this work, we developed a numerical model that can simulate the generation and propagation of tsunami waves by considering the horizontal and vertical changes of seabed in an active and dynamic manner. For the verification of the model, it was applied to the 2011 Tohoku-oki earthquake in Japan and the results confirmed that the accuracy was improved compared to the existing passive and static model.

The Need of Surveying Coast and Seabed information in Korean (우리나라 연안해역 해저정보조사 필요성에 대한 연구)

  • 오윤석;김병국;김형수;최윤수;남수용
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
    • /
    • 2004.04a
    • /
    • pp.534-539
    • /
    • 2004
  • The coast is important area to set up policies in aspects of environmental, international and developing of resources. The researches and surveying have been conducted by many different organizations according to their own purposes. So the fundamental researches and surveying of Korean coastal area haven't been completed. For that reason, we can't use the datum to apply for different cases. In this paper, Ive studied about our current situations and the need of surveying. For a effective research methods, we suggest dividing research areas into zones and dividing them into smaller zones, And we divide priority of research and ranging of surveying classes by grading them depending on the importance.

  • PDF

ARTIFICIAL ISLANDS RECENTLY CONSTRUCTED IN OSAKA BAY. JAPAN (최근 일본 오사카만에 건설된 세개의 인공섬)

  • T.Akagi
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 1992.10a
    • /
    • pp.11-26
    • /
    • 1992
  • An attempt has been made to summarize some of the unique geotechnical problems encountered during construction of a few large man-made islands recently completed off the coast of Osaka Bay, Japan. Large settlements appear to be the most serious problem both during and after construction. Settlements due to consolidation of a thick layer of soft alluvial clay that constitutes seabed seem to virtually cease within a relatively short period of time when vertical drains are installed adequately prior to fill placement. Settlements due to compression of underlying thick diluvial deposits consisting of layers of stiff clays interbedded with coarse-grained soils, however, continue over a prolonged period of time and call for special provisions for structures built on the artificial islands to cope with relatively large future settlements. Although accurate settlement prediction is not possible, it is both technically and economically feasible, nevertheless, to construct large-scale islands. Partjcularly attractive and promising is creation of sizable new areas for various purposes, immediately adjacent to highly-developed, densely-populated cities situated along the coast such as those around Osaka Bay.

  • PDF