• Title/Summary/Keyword: MIKE 21

Search Result 41, Processing Time 0.022 seconds

Numerical Simulations of Storm Surge/Coastal Flooding at Mokpo Coastal Zone by MIKE21 Model (MIKE 21 모형을 이용한 목포해역 해일/범람모의)

  • Moon, Seung-Rok;Park, Seon-Jung;Kang, Ju-Whan;Yoon, Jong-Tae
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.18 no.4
    • /
    • pp.348-359
    • /
    • 2006
  • The city of Mokpo suffers lowland inundation damages by sea water flooding even without harsh weather like a typhoon, due to the low level urban infrastructure facilities, oceanic environmental changes by constructions of seadike/seawall and sea level rise caused by global warming. This study performs constructing the simulation system which employs the MIKE21 software. And the system is applied to several typhoon- induced surges which had resulted in inundation at Mokpo. Virtual situation of flooding is simulated in case 59 cm of surge height, which had been occurred actually by RUSA(0215), coincides with Approx. H.H.W. Then the water level of 545 cm corresponds to the extreme high water level(544 cm) for 10 year return period after the construction of Geumho seawall. The results show rapid and broad inundation at Inner-Port, requiring additional preparations for flood protections.

Numerical Simulation of Environmental Change in South West Offshore Wind Farm Using MIKE

  • Kim, Minsuek;Kim, Jiyoung;Jeon, In-sung
    • KEPCO Journal on Electric Power and Energy
    • /
    • v.7 no.1
    • /
    • pp.145-152
    • /
    • 2021
  • Environmental change due to construction of large offshore wind farm has been a debate for a long time in Korea. There are various data acquired on hydrodynamics around this area before and during construction of offshore wind farm but no data during operation could be made due to delayed schedule. In this study, environmental change such as bathymetry change and scouring was forecasted using MIKE, numerical hydrodynamics model, and its results were validated using the observation data before and during construction.

Runup Characteristics with the Variations of Wave Spectral Shape (파랑 스펙트럼 형상에 따른 처오름 특성)

  • Park, Seung Min;Yoon, Jong Tae;Jeong, Weon Mu
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.26 no.6
    • /
    • pp.381-387
    • /
    • 2014
  • Recently the large-height swell-like waves generated in the eastern coast of South Korea have been observed frequently. The characteristics of the runup and overtopping of the large-height swell-like waves formed in deep water and attack the coast, causing damages to both lives and facilities have been studied. The correlation between spectral shape parameters and significant wave height has been investigated by analyzing long term wave spectrum data. Numerical runup experiments using MIKE21 BW Module were performed with $Q_p$, additional shape parameter, and identified the variations and characteristics of runup heights with respect to the variations of spectral shape.

Frequency Analysis on Surge Height by Numerical Simulation of a Standard Typhoon (표준태풍 모의를 통한 해일고 빈도해석)

  • Kang, Ju Whan;Kim, Yang-Seon
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.28 no.5
    • /
    • pp.284-291
    • /
    • 2016
  • A standard typhoon, which results in extreme wind speeds having various return period, can be reconstructed by combination of typhoon parameter informations(Kang et al., 2016). The aim of this study is to present a kind of surge-frequency analysis method by numerical simulation of a standard typhoon at Yeonggwang. MIKE21 was adopted as a numerical model and was proved to simulate the surge phenomena of the typhoon BOLAVEN(1215) well at several sites of the Western Coast. The simulation results with change of typhoon track which reflects typhoon-surge characteristics of the Western Coast show to have something in common with the observational results. This method is considered to be very efficient method on the point of simulating only one typhoon, while existing methods need to simulate a lot of typhoons.

Analysis of inundation and rainfall-runoff in mountainous small catchment using the MIKE model - Focusing on the Var river in France - (MIKE 모델을 이용한 산지소유역 강우유출 및 침수 분석 - 프랑스 Var river 유역을 중심으로 -)

  • Lee, Suwon;Jang, Dongwoo;Jung, Seungkwon
    • Journal of Korea Water Resources Association
    • /
    • v.56 no.1
    • /
    • pp.53-62
    • /
    • 2023
  • Recently, due to the influence of climate change, the occurrence of damage to heavy rain is increasing around the world, and the frequency of heavy rain with a large amount of rain in a short period of time is also increasing. Heavy rains generate a large amount of outflow in a short time, causing flooding in the downstream part of the mountainous area before joining the small and medium-sized rivers. In order to reduce damage to downstream areas caused by flooding, it is very important to calculate the outflow of mountainous areas due to torrential rains. However, the sewage network flooding analysis, which is currently conducting the most analysis in Korea, uses the time and area method using the existing data rather than calculating the rainfall outflow in the mountainous area, which is difficult to determine that the soil characteristics of the region are accurately applied. Therefore, if the rainfall is analyzed for mountainous areas that can cause flooding in the downstream area in a short period of time due to large outflows, the accuracy of the analysis of flooding characteristics that can occur in the downstream area can be improved and used as data for evacuating residents and calculating the extent of damage. In order to calculate the rainfall outflow in the mountainous area, the rainfall outflow in the mountainous area was calculated using MIKE SHE among the MIKE series, and the flooding analysis in the downstream area was conducted through MIKE 21 FM (Flood model). Through this study, it was possible to confirm the amount of outflow and the time to reach downstream in the event of rainfall in the mountainous area, and the results of this analysis can be used to protect human and material resources through pre-evacuation in the downstream area in the future.

Analysis of Wave, Water flow Environmental Changes caused by the Installation Structure in Suyoung bay (부산 수영만 해상구조물 설치로 인한 파랑-유동환경변화 분석)

  • Park, Sang-Gil;Lee, Joong-Woo;Cook, Seng-Gi;Yang, Sang-Yong;Kang, Suk-Jin
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
    • /
    • 2009.10a
    • /
    • pp.132-133
    • /
    • 2009
  • 부산 수영만 해상케이블카 설치예정수역에서 파랑 및 유동환경에 대한 기본 자료 조사와 아울러 대상해역에서 구조물을 설치하였을 때 주요 입사파에 대한 파랑 및 유통환경 변화 특성을 수치모텔 시뮬레이션으로 분석하여 타당성을 검토하고자 하였다. 대상해역에서 광안대교가 설치된 조건이나 이의 외해측으로 일련의 해상케이블 지지구조물을 설치함에 따라 발생할 수 있는 환경 중 해저저질의 이동 및 표사에 영향을 미치는 파랑과 유동장 해석을 대상으로 하였다. 파랑해석은 SWAN 모델을 이용하여 분석하였고, 유동장 해석은 MIKE21 HD 모듈을 이용하여 해석하였다.

  • PDF

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
    • /
    • v.23 no.1
    • /
    • pp.93-100
    • /
    • 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.

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
    • /
    • v.22 no.4
    • /
    • pp.248-257
    • /
    • 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.