• Title/Summary/Keyword: 조석-해일 결합모형

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Applicability of Coupled Tide-Surge Model (조석-해일 결합모형의 적용성 검토)

  • Park, Seon-Jung;Kang, Ju-Whan;Kim, Yang-Seon;Moon, Seung-Rok
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.22 no.4
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    • pp.248-257
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    • 2010
  • Applicability of the MIKE21 model as a real time coupled tide-surge model is examined prior to the application as an inundation model. Though the model domain contains the whole southern coasts of Korean Peninsula, the results of tide simulations show good agreement with the observed values. Moreover, the coupled tide-surge model simulates water levels well, especially near the sites which typhoon MAEMI(0314) struck, such as at Tongyung, Masan and Pusan. In addition, it is confirmed that the interaction between storm surge and tide is notable where the water depth is small and the tidal range is large, which indicates the necessity of coupled model especially at the southwestern coast.

Applicability of Inundation Simulation with the Coupled Tide-Surge Model (조석-해일 결합모형의 범람 적용성)

  • Park, Seon-Jung;Kang, Ju-Whan;Yoon, Jong-Tae;Jung, Tae-Sung
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.13 no.4
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    • pp.270-278
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    • 2010
  • Applicability of the MIKE21 model as a real time coupled tide-surge model had been examined at the previous study. In this study, another applicability of the model as an inundation model is also examined. Prior to real cases, effect of artificial structures on the inundation is analyzed. The results show that inundation depth is not altered, while inundation area is lessened as a result of decreased inundation speed. Comparative study between the coupled model and an uncoupled storm surge model is also carried out at the Masan coastal zone, which shows the coupled model is considered to be plausible at the time to maximum inundation, while both models show similar results at the inundation area and inundation depth.

Simulation of Inundation at Mokpo City Using a Coupled Tide-Surge Model (조석-해일 결합모형을 이용한 목포시 범람 모의)

  • Park, Seon-Jung;Kang, Ju-Whan;Moon, Seung-Rok;Kim, Yang-Seon
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.23 no.1
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    • pp.93-100
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    • 2011
  • A coupled tide-surge model, which has been evaluated the utility in the previous study, is applied for simulating the inundation phenomena. The coupled model system adopts the hydrodynamic module of MIKE21 software, and the study area is identical to the previous study. The only difference is additional detailed areas for simulating inundation. An artificial scenario of a virtual typhoon striking Mokpo coastal zone at spring high tide is simulated. Then the calculated water level corresponds to the extreme high water level(556 cm) for 100 year return period. The result also shows the inundation depth is 50~100 cm not only near the Mokpo Inner Port but also near the Mokpo North Port. Finally, the coastal inundation prediction map is drawn on the basis of inundation simulation results.

Typhoon Surge Simulation on the West Coast Incorporating Asymmetric Vortex and Wave Model on a Fine Finite Element Grid (상세유한요소격자에서 비대칭 경도풍과 파랑모형이 고려된 서해안의 태풍해일모의)

  • Suh, Seung-Won;Kim, Hyeon-Jeong
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.24 no.3
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    • pp.166-178
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    • 2012
  • In order to simulate storm surge for the west coast, complex physics of asymmetrical typhoon wind vortex, tide and wave are simultaneously incorporated on a fine finite element mesh extended to the North Western Pacific sea. Asymmetrical vortex based on maximum wind radii for each quadrant by JTWC's best tracks are input in pADCIRC and wave stress is accounted by dynamic coupling with unSWAN. Computations performed on parallel clusters. In hindcasting simulation of typhoon Kompasu(1007), model results of wave characteristic are very close with the observed data at Ieo island, and sea surface records at major tidal stations are reproduced with satisfaction when typhoon is approaching to the coast. It is obvious that increasing of local storm surges can be found by introducing asymmetrical vortex. Thus this approach can be satisfactorily applied in coastal hazard management against to storm surge inundation on low level area and major harbor facilities.