• Journal of Korean Society for Geospatial Information Science
• /
• v.15 no.4
• /
• pp.97-102
• /
• 2007

Recently, coastal damage according to the natural disaster like storm-surge, overflowing of the sea has been massively increased. In case of earth fill at the seaside, there are a lot of weak areas of the natural disaster and it has also high possibility that a large disaster happens. Thus flood expectation map in the reclaimed land using 3D spatial information was produced in this study. The area around Myungji, Kangsugu, Busan which was made with the large scale earth fils at the seaside was designated as a study area. Observation of both costal datum and ground height using the tidal date and field surveying dates was conducted. Terrain model using the GIS program was produced and than 3D building model was produced using 3D MAX. It was shown that there are possibility more than 50% if over 4.5m storm-surge is happening, as a result of calculating the virtual flooded area on the produced cartographic map.

• Fire Science and Engineering
• /
• v.32 no.4
• /
• pp.122-130
• /
• 2018

Recent urbanization, population densification, and the impact of global climate change are causing disasters to become larger and more complex. Meanwhile, in Korea, there is an emphasis on preventing, restoring, and recovering from disasters. However, disaster medical care, which is absolutely necessary to maintain life in a disaster, is being ignored. Therefore, in this study, we selected Seoul as the study area where flood damage is frequent and underground housing is densely populated. Assuming underground housing in the immersion history area as the emergency patient site, transfer distance and transfer time were analyzed. This study considered both accessibility to emergency medical facilities and disaster sites and accessibility from emergency services to disaster sites. Therefore, it seems to be meaningful as basic data for the improvement of emergency medical services.

• Journal of Korean Society of Disaster and Security
• /
• v.16 no.4
• /
• pp.61-66
• /
• 2023

In this study, we analyzed the flooded area around Samcheok Middle School caused by typhoons MAYSAK·HAISHEN in September 2020. To analyze the confluence of Samcheok Osipcheon, local stream Deungbongcheon, we utilized Iber, a two-dimensional hydraulic model. We simulated the water depth and flood extent based on the peak flows on September 3 and September 7, 2020, and the 80 year and 100 year frequency floods. The simulation results showed that the 80-year frequency flood and the 100-year frequency flood on September 7 were insignificantly different, but the maximum flow rate from September 3 to September 7 was significantly different at 401 m³/s, resulting in a difference of 0.8 m in water depth and 7.1 m² in flood area. In addition, the analysis that considered only the contour lines using contour lines predicted inundation of not only the Samcheok Middle School playground but also the building, confirming the need to apply DSM.

• Journal of the Korean Society of Environmental Restoration Technology
• /
• v.26 no.6
• /
• pp.1-19
• /
• 2023

This study aimed to identify the characteristics of the plant growth forms within the Amsa-dong Ecological and Landscape Conservation Area, a floodplain along the Han River, based on 20 years of flora monitoring data. The analysis revealed that there were 106 taxa identified in 2003, 158 taxa in 2006, 107 taxa in 2013, and 202 taxa in 2020. Compared to 2003 and 2013, the number of taxa increased significantly by approximately 50 taxa in 2006 and around 100 taxa in 2020. It is presumed that this is due to the influx of seeds caused by the flooding of the Han River due to record-breaking heavy rains during the rainy seasons of 2006 and 2020, leading to a rapid increase in the number of taxa. This was also confirmed in aquatic plants(HH) as a result of comparison of life style analysis by year. The analysis revealed that there were 19 aquatic plant(HH) in 2003, 32 aquatic plant(HH) in 2006, 9 aquatic plant(HH) in 2013, and 30 aquatic plant(HH) in 2020. The number of aquatic plants(HH) increased slightly in 2006 and 2020 compared to 2003 and 2013, and the influx of rare aquatic plants in urban rivers was confirmed. Consistent with the results of the vascular flora analysis above, these plants are believed to have been introduced from the upper reaches of the Han River when the Han River flooded due to heavy rains during the record-breaking rainy season in 2006 and 2020.

• Journal of Korean Society of Water and Wastewater
• /
• v.23 no.6
• /
• pp.711-717
• /
• 2009

In this study, SWMM model is used to reproduce the main storm sewer system located in the Nae-Hang drainage basin of the Mokpo city and keep track of flood discharge. Given the outlet of the reaches border the coastline, this paper has taken the dual-drainage approach to perform inundation simulation, considering both the overflows and inflows at the manholes of the sewer system, and at the same time, taking the impacts of tidal stage into consideration. The following conclusions are reached in this study: First, when planning lowland sewer system alongside the coastline or the riverside, the tidal stage or flood stage need to be considered in the planning and design processes. Second, an analysis that fails to consider overflow and inundation at the manholes may overestimate inundation depth of the flooded area. In other words, in order to estimate flood discharge and flood stage in a lowland storm sewer system, it is desirable to analyze the conveyance capacity of storm sewer system and simulate overflow and inundation at the manholes at the same time.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.35 no.6
• /
• pp.1237-1246
• /
• 2015

A novel technique was proposed to calculate fluxes accurately by separation of flow area into a part of step face which is dominated by flow resistance of it and an upper part which is relatively less affected by the step face in analyzing shallow-water flows over discontinuous topography. This technique gives fairly good agreement with exact solutions, 3D simulations, and experimental results. It has been possible to directly analyze shallow-water flows over discontinuous topography by the technique developed in this study. It is expected to apply the developed technique to accurate evaluation of overflows over weirs or retaining walls (riverside roads) and areas flooded by the inundation in the city covered in discontinuous topography.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2006.05a
• /
• pp.834-839
• /
• 2006

본 연구는 하천연안에 위치한 소지류 하구부의 제방파괴로 인하여 외수위의 영향을 받는 제내지가 본류하도의 배수(back water)영향과 내수유입으로 침수역이 발생하게 되며, 이때에 홍수범람역의 범위와 배수시간을 분석.검토하여 침수피해를 저감시키는 방법을 모색하고자 하였다. 소하천유역의 침수상태해석을 위해 제내지측 침수역을 지류하도로 취급하여 두 개의 하천이 합류하는 조건으로 분석을 실시하였다. 이때 HEC-RAS를 이용하여 침수구역의 부정류 해석을 실시하였으며, 제내지의 침수 및 배수특성을 파악하기 위하여 본류하도의 홍수규모 즉, 홍수량(위)에 따른 제내지 침수역의 배수영향범위를 추정하였고 파제부의 내수배제 시간을 해석하여 침수피해를 경감시킬 수 있는 파제부의 구조적인 개선방안을 분석.검토하였다. 그 결과 파제로 인하여 제내지가 본류하도의 외수위에 영향을 받으면서 제내지에 침수가 발생하는 소하천유역에서는 파제부의 범위에 따라 내수배제 능력과 배수영향을 동시에 분석하여 제내지에서 효과적인 내수배제능력을 가지면서 배수영향을 최소화하는 최적의 조건을 얻을 수 있었다.

• Water for future
• /
• v.28 no.5
• /
• pp.163-174
• /
• 1995

A diffusion hydrodynamic model named "DFLOW-2" for the floodwave analysis from levee-break in protected lowland has been developed. The model has been applied to Ilsan levee-break, which occurred on September 12-13, 1990 in the downstream of the Han River. An unsteady flow analysis has been made in the reach from Indokyo to Junryu. Overflow through broken levee has been treated as internal boundary condition in the channel. A post-processor has been also developed to demonstrate the simulation results. The velocity distributions and inundated depths have been presented. The computed results have good agreements with observed data in terms of inundation depth, flood arrival time and flooded areas.ded areas.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.869-873
• /
• 2009

도시지역에서 하천제방의 붕괴로 인해 제내지 범람 홍수파가 발생하였을 경우에 적지 않은 인명 및 재산 피해가 발생할 수 있다. 피해를 줄이기 위해서는 제내지 범람 홍수파의 거동특성을 명확히 밝혀낸 후, 제방 붕괴에 의한 홍수범람에 대한 대피 체계를 설립하는 것이 바람직하다. 본 연구는 범람 홍수파가 발생하였을 경우에 제내지에서의 범람 홍수파의 영향을 3차원 수치모형인 Flow-3D를 이용하여 모의하였다. 또한 비교 검토를 위하여 구조물이 없는 평탄지형에 대해서도 수치모의를 수행하였다. 높이 0.6m의 제방이 붕괴되어 붕괴 폭 변화와 제내지의 구조물의 유무에 따른 제내지 범람 홍수파의 속도 및 수심의 변화를 분석 하였다. 모의 결과 제방 붕괴 시 붕괴 폭의 변화에 따른 홍수파 전파속도는 별 차이가 없는 걸로 나타났다. 수심의 변화는 제방붕괴지점으로부터 멀어질수록 낮아졌고, 수심 변화폭도 일정하게 유지되었다. 또한 구조물이 있는 경우가 그렇지 않는 경우에 비해 제방 붕괴부 주위에서의 수심은 증가하는 것으로 나타났다. 본 연구결과를 비롯한 수치모의결과를 적절하게 활용하게 되면 제방붕괴에 의한 홍수범람에 대한 대피체계(EAP)를 수립하는데 기초 자료로 활용될 수 있을 것으로 사료된다.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
• /
• v.18 no.spc
• /
• pp.37-50
• /
• 2020

In this paper, an overview of the scoping calculation results is provided with respect to criticality and radiation shielding of two KBS-3V type PWR SNF disposal systems and one NWMO-type CANDU SNF disposal system of the improved KAERI reference disposal system for SNFs (KRS⁺). The results confirmed that the calculated effective multiplication factors (k_eff) of each disposal system comply with the design criteria (< 0.95). Based on a sensitivity study, the bounding conditions for criticality assumed a flooded container, actinide-only fuel composition, and a decay time of tens of thousands of years. The necessity of mixed loading for some PWR SNFs with high enrichment and low discharge burnup was identified from the evaluated preliminary possible loading area. Furthermore, the absorbed dose rate in the bentonite region was confirmed to be considerably lower than the design criterion (< 1 Gy·hr^-1). Entire PWR SNFs with various enrichment and discharge burnup can be deposited in the KRS⁺ system without any shielding issues. The container thickness applied to the current KRS⁺ design was clarified as sufficient considering the minimum thickness of the container to satisfy the shielding criterion. In conclusion, the current KRS⁺ design is suitable in terms of nuclear criticality and radiation shielding.