• Title/Summary/Keyword: Inundation Map

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A Study of Inundation Mapping by Imagination Tsunami Simulation (가상 지진해일 시뮬레이션을 통한 최대범람지도 제작에 관한 연구)

  • Um, Dae-Yong;Yoon, Hee-Cheon;Park, Joon-Kyu;Kim, Min-Gyu
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2007.04a
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    • pp.261-264
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    • 2007
  • In this study, I wished to forecast damage district by tsunami's occurrence. For this, analyzed tsunami that can happen in our country's neighborhood sea area using past data, and established tsunami's scenario by imagination with analysis result. I created 3D topographical model about study area and analyzed inundation area by achieving simulation by scenario. Also, result of simulation does overlay with digital map and manufactured imagination inundation map. This study result may offer as basic data for operation of tsunami's forecast/alarm system and making of disaster prevention policy.

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Numerical Simulations of 1983 Central East Sea Tsunami at Imwon: 2. Run-up Process at Imwon Port (임원에서의 1983년 동해 중부 지진해일 수치모의: 2. 임원항에서의 범람)

  • Lee, Ho-Jun;Kim, Kyung-Hee;Cho, Yong-Sik
    • Journal of Korea Water Resources Association
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    • v.35 no.4 s.129
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    • pp.453-461
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    • 2002
  • The run-up process of the 1983 Central East Sea Tsunami along the Eastern Coast is numerically investigated in this study. A finite difference numerical model based on the nonlinear shallow-water equations is employed. The maximum run-up height at Imwon is predicted and compared to field observation. A good agreement is observed. A maximum inundation map is made based on the maximum run-up heights to accentuate hazards of tsunami flooding.

Numerical Simulation of Transoceanic Propagation and Run-up of Tsunami (지진해일의 전파와 처오름에 관한 수치해석)

  • Jo, Yong-Sik;Yun, Seong-Beom
    • Journal of Korea Water Resources Association
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    • v.34 no.2
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    • pp.169-176
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    • 2001
  • The propagation and associated run-up process of tsunami are numerically investigated in this study. A transoceanic propagation model is first used to simulate the distant propagation of tsunamis. An inundation model is then employed to simulate the subsequent run-up process near coastline. A case study is done for the 1960 Chilean tsunami. A detailed maximum inundation map at Hilo Bay is obtained and compared with field observation and other numerical model predictions. A very reasonable agreement is observed.

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A Study of Damage District Forecast by Imaginary Tsunami Scenario (가상 지진해일 시나리오에 의한 피해지역 예측에 관한 연구)

  • Um, Dae-Yong
    • Journal of the Korean Association of Geographic Information Studies
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    • v.11 no.1
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    • pp.105-115
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    • 2008
  • In this study, we wished to forecast the damage district by tsunami's occurrence. For this, we analyzed tsunami that can happen in our country's neighborhood coast using past data, and established tsunami's scenario by imagination with analysis result. we created a 3D topographical model about study area and analyzed an inundation area by achieving simulation by scenario. Also, we produced an imaginary inundation map by overlaying the simulation results on digital map. This study result might be utilized as infra-technology for operation of tsunami's forecast/alarm system and establishment of disaster prevention policy.

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Flood Risk Mapping with FLUMEN model Application (FLUMEN 모형을 적용한 홍수위험지도의 작성)

  • Cho, Wan Hee;Han, Kun Yeun;Ahn, Ki Hong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.2B
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    • pp.169-177
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    • 2010
  • Recently due to the typhoon and extreme rainfall induced by abnormal weather and climate change, the probability of severe damage to human life and property is rapidly increasing. Thus it is necessary to create adequate and reliable flood risk map in preparation for those natural disasters. The study area is Seo-gu in Daegu which is located near Geumho river, one of the tributaries of Nakdong river. Inundation depth and velocity at each time were calculated by applying FLUMEN model to the target area of interest, Seo-gu in Daegu. And the research of creating flood risk map was conducted according to the Downstream Hazard Classification Guidelines of USBR. The 2-dimensional inundation analysis for channels and protected lowland with FLUMEN model was carried out with the basic assumption that there's no levee failure against 100 year precipatation and inflow comes only through the overflowing to the protected lowland. The occurrence of overflowing was identified at the levee of Bisan-dong located in Geumho watershed. The level of risk was displayed for house/building residents, drivers and pedestrians using information about depth and velocity of each node computed from the inundation analysis. Once inundation depth map and flood risk map for each region is created with this research method, emergency action guidelines for residents can be systemized and it would be very useful in establishing specified emergency evacuation plans in case of levee failure and overflowing resulting from a flood.

Flood Hazard Map in Woo Ee Stream Basin Using Conclusive Hydraulic Routing Model (결정론적 홍수위 추적 모형을 이용한 우이천 유역의 홍수범람도 작성)

  • Moon, Young-Il;Yoon, Sun-Kwon;Kim, Jae-Hyun;Ahn, Jae-Hyun
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.637-640
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    • 2008
  • Flood control and river improvement works are carried out every year for the defense of the flood disaster, it is impossible to avoid the damage when there is a flood exceeding the capacity of hydraulic structures. Therefore, nonstructural counter plans such as the establishment of flood hazard maps, the flood warning systems are essential with structural counter plans. In this study, analysis of the internal inundation effect using rainfall runoff model such as PC-SWMM was applied to Woo Ee experimental stream basin. Also, the design frequency analysis for effects of the external inundation was accomplished by main parameter estimation for conclusive hydraulic routing using HEC-RAS model. Finally, inundated areas for flood hazard map were estimated at Woo Ee downstream basin according to flood frequency using HEC-GeoRAS model linked by Arc View GIS.

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Evaluation of an Applicability of HEC-RAS 5.0 for 2-D Flood Inundation Analysis (2차원 홍수범람해석을 위한 HEC-RAS 5.0 적용성 평가)

  • Lee, Choon-Ho;Lee, Tae-Geun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.4
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    • pp.726-733
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    • 2016
  • Recently, the flood frequency and magnitude have increased due to heavy rainfall. Considering the present condition, a flood risk map has been published in many countries to raise awareness about flood damage to people. A flood inundation analysis model, which is used to publish the flood risk map, can be classified as river and inland inundation models according to the inundation cause. Although a variety of flood inundation analysis models are utilized both domestically and overseas, their usability is limited by the expensive price, except for the HEC-RAS model developed by U.S. Army Corps of Engineers (USACE). In the situation, the USACE has developed a 2-D HEC-RAS model that can be linked to the existing 1-D model. This model has been released as a beta version under the name, HEC-RAS 5.0. In this study, the HEC-RAS 5.0 model's features, usability, applicability, and accuracy were evaluated by comparing the performances on Gokgyo-cheon with the FLUMEN model, which is used for domestic flood risk mapping. The results of this study will contribute to river inundation analysis in many different ways after the HEC-RAS 5.0 model is stabilized.

A Study on Inundation Analysis Considering Inland and River Flood (내수 및 외수영향을 고려한 침수해석에 관한 연구)

  • Cho, Wan-Hee;Han, Kun-Yeun;Kim, Hyeon-Sik;Kim, Jin-Soo
    • Journal of the Korean Association of Geographic Information Studies
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    • v.18 no.1
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    • pp.74-89
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    • 2015
  • The objective of this study is to present countermeasures for mitigation of flood damage with inundation analysis considering the effect of inland and river flood and prediction of flood inundation area, depth and time against emergencies caused by abnormal flood and local torrential rainfall. In this study, 2-D inundation analysis was fulfilled on the basis of river flood analysis applying to HEC-HMS and FLDWAV model and inundation analysis applying to SWMM model for the area of Shineum-dong, Gimcheon-si. Also expected inundation depth and area about probable rainfall of 100 and 200 years frequency were suggested. If expected inundation depth and flooding area is presented on the basis of this inundation analysis considering the effect of inland and river flood, it would be an important preliminary data to establish structural and nonstructural countermeasures for flood prevention. Also if flood risk map is prepared based on the result of inundation analysis, it would be useful to evacuate residents in high-risk area and regulate road and vehicle.

Study on Application of Diffusion Wave Inundation Analysis Model Linked with GIS (GIS와 연계한 확산파 침수해석 모형의 적용에 대한 연구)

  • Cho, Wan-Hee;Han, Kun-Yeon;Choi, Seung-Yong
    • Journal of the Korean Association of Geographic Information Studies
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    • v.12 no.3
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    • pp.88-100
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    • 2009
  • An inundation analysis was performed on Hwapocheon, one of the tributaries of Nakdong River, which was inundated by heavy rain in August, 2002 with overtopping and levee break. The results of the developed model, 2D diffusion wave inundation analysis model, was compared with inundation trace map as well as inundation depth in terms of time and maximum inundated area calculated from FLUMEN model for the assessment of model applicability. The results from the developed model showed high fitness of 88.61% in comparison with observed data. Also maximum inundated area and spatial distribution of inundation zone were also found to be consistent with the results of FLUMEN model. Therefore, inundation zone and maximum inundation area calculated over a period of time by adopting 2D diffusion wave inundation analysis model can be used as a database for identifying high risk areas of inundation and establishing flood damage reduction measures.

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An Evaluation of Building Effect in 2-Dimensional Inundation Analysis Using GIS (GIS를 활용한 2차원 침수해석에서의 건물영향 분석)

  • Cho, Wan-Hee;Han, Kun-Yeun;Kim, Young-Joo
    • Journal of the Korean Association of Geographic Information Studies
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    • v.13 no.2
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    • pp.119-132
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    • 2010
  • In this study, 2-dimensional inundation analysis for Taehwa watershed in Ulsan metropolitan city was conducted to analyze flow behaviors, inundation depth and inundation stage, considering the building effect. Lidar having the interval of 1 m was employed to generate topographic data with 10m interval, and building data extracted from digital map was combined with the constructed topographic data for 2-dimensional inundation analysis. A few scenarios were constructed for the analysis to provide an effective and accurate inundation analysis method through analyzing the results. The disagreement based on the areas of inundation showed over 10% between the cases with and without consideration of building effect. The maximum inundation depth without considering the effects of buildings was 0.29m higher than that with considering the building effects. On the contrary, the maximum inundation stage with consideration of building effects was 0.49m higher than that without consideration of building effects.