• Title/Summary/Keyword: Inland flood

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Effects of the water level reduction and the flow distribution according to change of the side weir location in detention reservoir (홍수조절지 횡월류위어의 위치 변화에 따른 수위 저감 및 유량 분담 효과)

  • Seong, Hoje;Park, Inhwan;Rhee, Dong Sop
    • Journal of Korea Water Resources Association
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    • v.51 no.7
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    • pp.555-564
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    • 2018
  • The detention reservoir is a hydraulic structure that constructs a levee on the inland of river and sets up side weir in a section of the levee, and this facility stores a part of the flood volume in case of a flood event over a certain scale. In order to optimize the operation of detention reservoir, it is necessary to review the linkage with existing facilities in the river. In this study, the effect of water level reduction and the flow distribution was analyzed according to the location of the side weir in the detention reservoir considering the run-of-the-river gate. Two radial gates were installed in the experimental channel, and the water level in channel and the overflow of weir were measured by moving the location of the side weir upstream from the gate. As a results of experiment, it was confirmed that the water level reduction is more remarkable as the location of the side weir was closer to the gate, and the effect of flow distribution is not greatly changed. When two or more side weirs were operated, it is confirmed that the sufficient storage space was secured and the water level reduction effect with the location of the side weir is not large. In addition, the water level reduction rate according to the location of the side weir was estimated by empirical formula and it is provided as basic data that can be used in the planning of the detention reservoir.

An Analysis of the Application Effect of LID Technology in Urban Inundation Using Two-Dimensional Model (2차원 모델을 이용한 도시침수지역에서의 LID기법 적용효과 분석)

  • Minjin Jung;Juho Kim;Changdeok Jang;Kyewon Jun
    • Journal of Korean Society of Disaster and Security
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    • v.16 no.1
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    • pp.13-22
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    • 2023
  • The importance of preemptive flood preparation is growing as the importance of preparing for climate change increases due to record heavy rains in the Seoul metropolitan area in August 2022. Although it is responding to flood control through reservoirs and sediment sites, the government is preparing excellent spill reduction measures through a preliminary consultation system for Low Impact Development (LID). In this study, the depth of flooding was simulated when LID technologies were applied to the Sillim 2-drain region in Dorimcheon Stream basin, an urban stream, using XP-SWMM, a two-dimensional model. In addition, the analysis and applicability of the effect of reducing rainfall runoff for the largest rainfall in a day were reviewed, and it was judged to be effective as a method of reducing flooding in urban areas. Although there is a limitation in which the reduction effect is overestimated, it is thought that the LID technologies can be a significant countermeasure as a countermeasure for small-scale flooded areas where some flooding occurs after structural flooding measures are established.

Management and Analysis on Ecological Characteristics of the Swamp in Forest - Focused on Southern Parts of Gyeongsangbuk-do - (산림 저습지의 생태적 특성분석 및 관리방안 - 경상북도 남부지역을 중심으로 -)

  • You, Ju-Han;Ra, Jung-Hwa;Jung, Sung-Gwan;Cho, Hyun-Ju
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.11 no.2
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    • pp.75-86
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    • 2008
  • The wetlands have functions those were retention of diverse biota, purification of water quality, control of climate and flood, eco-tourism and supply of agricultural water, and that was the ecosystem of high biodiversity as the zone of transition between inland and water. Therefore, this study showed the conservation and management plan by analyzing in the abiotic and biotic environment of forest swamp, Gyeongsangbuk-do. The results were as follows. Examining the management plan of the abiotic environment, there will need to establish the hydrological plan in continuous expediting the supply of water to maintain a humid soil of swamp, and to try to find the organic farming, use of low toxic agrichemicals and so on to prevent occurring a non-point source pollutants. To prevent changing the flowing of ground water and inflow of earth and sand in modifying the land character, there will be needed to restrict the construction of farmland and slope around swamp. To manage the biotic environment, there needed to offer the habitat by removing the regular interval and individual of a dead tree, and to improve the growth environment of vegetation. Because the naturalized plants disturb the natural vegetation, they will be removed. The afforested trees like Robinia pseudoacacia and Amorpha truticosa will be renewed to prevent the heterogeneity of landscape ecology, and the active conservation plan on wetland species will be established. As this study was carried out to study on the partial swamp, Gyeongsanbuk-do, the ecological environments distributing a swamp in Korea show a some problem. In the future, the study will accomplish to study the accurately and objectively ecological environment and management of a swamp by analyzing the extensive sites.

The Evaluation of Detention Reservoir Safety using Equi-Flooding Line Theory (등위험도선이론(等危險度線理論)에 의한 유수지(遊水池) 안전도평가(安全度評價))

  • Choi, Song Yeol;Shim, Jae Hyun;Lee, Won Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.2
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    • pp.131-139
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    • 1992
  • Based on the equi-flooding line theory, this study suggests method of evaluating safety of detent tion reservoirs with drainage pumping facilities in Seoul metropolitan area, and derives equi-flooding lines according to destruction frequency for each detention reservoir. In most part of detention reservoirs, its flood prevention are so much dependent upon drainage capacity that inland flooding prevention can be serious problems in case of its malfunction. In this study, the detention reservoirs which are below 5 year destruction frequency estimated as 29.3%, and below 10 year as 39.6% of the total. To improve reservoir safety, the detention reservoir capacities (including drainage and pumping capacity) should be upgraded above 20 year in its destruction frequency, and its reinforcement capacities are calculated.

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Predicting the Design Rainfall for Target Years and Flood Safety Changes by City Type using Non-Stationary Frequency Analysis and Climate Change Scenario (기후변화시나리오와 비정상성 빈도분석을 이용한 도시유형별 목표연도 설계강우량 제시 및 치수안전도 변화 전망)

  • Jeung, Se-Jin;Kang, Dong-Ho;Kim, Byung-Sik
    • Journal of Environmental Science International
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    • v.29 no.9
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    • pp.871-883
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    • 2020
  • Due to recent heavy rain events, there are increasing demands for adapting infrastructure design, including drainage facilities in urban basins. Therefore, a clear definition of urban rainfall must be provided; however, currently, such a definition is unavailable. In this study, urban rainfall is defined as a rainfall event that has the potential to cause water-related disasters such as floods and landslides in urban areas. Moreover, based on design rainfall, these disasters are defined as those that causes excess design flooding due to certain rainfall events. These heavy rain scenarios require that the design of various urban rainfall facilities consider design rainfall in the target years of their life cycle, for disaster prevention. The average frequency of heavy rain in each region, inland and coastal areas, was analyzed through a frequency analysis of the highest annual rainfall in the past year. The potential change in future rainfall intensity changes the service level of the infrastructure related to hand-to-hand construction; therefore, the target year and design rainfall considering the climate change premium were presented. Finally, the change in dimensional safety according to the RCP8.5 climate change scenario was predicted.

Rainfall-Runoff Characteristics in a Jeju Stream considering Antecedent Precipitation (선행강우를 고려한 제주하천 유출특성 분석)

  • Yang, Sung-Kee;Kim, Dong-Su;Jung, Woo-Yul
    • Journal of Environmental Science International
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    • v.23 no.4
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    • pp.553-560
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    • 2014
  • The rainfall-runoff characteristics in Jeju Island significantly differ from those in inland, due to highly permeable geologic features driven by volcanic island. Streams are usually sustained in the dry conditions and thereby the rainfall-runoff characteristics changes in terms of initiating stream discharge and its types, depending highly on the antecedent precipitation. Among various the rainfall-runoff characteristics, lag time mainly used for flood warning system in river and direct runoff ratio for determining water budget to estimate groundwater recharge quantity are practically crucial. They are expected to vary accordingly with the given antecedent precipitation. This study assessed the lag time in the measured hydrograph and direct runoff ratio, which are especially in the upstream watershed having the outlet as $2^{nd}$ Dongsan bridge of Han stream, Jeju, based upon several typhoon events such as Khanun, Bolaven, Tembin, Sanba as well as a specific heavy rainfall event in August 23, 2012. As results, considering that the lag time changed a bit over the rainfall events, the averaged lag time without antecedent precipitation was around 1.5 hour, but it became increased with antecedent precipitation. Though the direct run-off ratio showed similar percentages (i.e., 23%)without antecedent precipitation, it was substantially increased up to around 45% when antecedent precipitation existed. In addition, the direct run-off ration without antecedent precipitation was also very high (43.8%), especially when there was extremely heavy rainfall event in the more than five hundreds return period such as typhoon Sanba.

Study on the Decision of Watergate Stage Using Inundation Simulation for Inland (내수침수모의를 통한 배수문 높이결정에 관한 연구)

  • Choo, Tai Ho;Yun, Gwan Seon;Yoon, Hyeon Cheol
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.2
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    • pp.1149-1156
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    • 2014
  • In order to reduce flood damages, there should demand an appropriate design such as enlarging a bank, dredging a river bottom, building a hydraulic structure and so on. The installation locations about the Watergate are listed of the seven provisions in the river design standard, but it is not detailed. In order to compute proper place considering landuse and basin characteristics of inlands, internal inundation modeling that should be performed is regarded with quantitative evaluation. Anyway, that is very complex and taking a long time because that has to consider hydraulic and hydrologic characteristics. In the current study, therefore, the simple and convenient method for internal inundation modeling was proposed to overview the Watergate location.

Development of Automatic Flood Protection Wall to Prevent Inundation of Inland (내수침수방지가 가능한 자동차수벽에 관한 연구)

  • Kim, Ji Ho;Lee, Gyu Won;Park, Young Jin;Chang, Jung Soo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.373-373
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    • 2019
  • 도시화로 인해 인구가 도시로 집중되고, 불투수층이 증가되어 유출율이 지속적으로 커지고 있다. 또한 최근의 기후변화에 의하여 홍수 및 침수가 빈번해짐에 따라, 도시에서 내수침수를 방지하기 위한 새로운 패러다임이 필요한 실정이다. 기존 내수침수 해결방안은 배수능력을 증가시키기 위해 하수관거 용량을 키우고, 펌프장을 증설하였으나, 국지적이고 기습적인 집중호우가 내리는 경우에는 국민의 생명과 재산을 보호하기 어려운 부분이 있다. 이에 따라 지하방수로와 도시물순환 등 중장기계획이 수립되고 있으나, 지하철 출입구, 지하 주차장 출입구, 건물 외부 출입구 등 평상시에는 출입구로 사용하다가 홍수시에 내수침수를 방지하기 위한 차수벽에 대한 다양한 연구는 미흡한 실정이다. 국내 외 차수벽에 대한 조사 및 분석결과 국외의 경우 자동 수동 반자동의 다양한 차수벽이 제시되어 있으나, 국내의 경우에는 이제야 제품개발이 시작되고 있는 것으로 나타났다. 특히, 내수침수 피해가 큰 영국이나 미국의 뉴욕시의 경우 건축법에 의해 내수침수피해를 막을 수 있는 가이드라인이 제시되어 있으며, 실증실험도 진행되고 있으나 국내의 경우에는 미비한 실정이다. 본 연구는 국내 외 차수벽에 대한 조사 및 분석을 수행하고, 자동차수벽을 위한 가이드라인을 제시하며, 수치모의와 수리모형실험을 통해 국내에서 사용가능한 적정 자동차수벽을 제시하고자 한다. 특히, ICT와 연계를 통해 원격제어 및 관리가 되도록 시스템을 구성하도록 한다. 이에 따라 본 연구를 통해 국내에서 사용가능한 내수침수방지가 가능한 자동차수벽이 제시된다면, 기후변화와 도시화에 대응하는 재난대응기술이 되어 내수침수가 빈번한 도시의 홍수복원력을 확보하고 국민의 생명과 안전을 확보할 수 있으리라 판단된다. 또한 기술연구를 통해 상용화된다면 국내 및 국외시장에 진출이 가능하리라 본다.

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Characteristics of Population Dynamics and Habitat Use of Shorebirds in Rice Fields during Spring Migration (봄철 논습지에 도래하는 도요·물떼새의 서식지 이용과 개체군 변동)

  • Choi, Seung-Hye;Nam, Hyung-Kyu;Yoo, Jeong-Chil
    • Korean Journal of Environmental Agriculture
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    • v.33 no.4
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    • pp.334-343
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    • 2014
  • BACKGROUND: Shorebirds use a variety of wetlands as their stopover sites to replenish energy and nutrient reserves along the migration route. It is increasingly important to understand how birds use the remaining available habitats during migration period, because shorebird stopover sites are often altered and destroyed. Rice fields serve as a major inland stopover site for migrating shorebirds. However, the information on habitat use patterns of shorebirds in rice fields is very limited in Korea. Therefore, we studied the patterns of shorebird abundance and their habitat use in rice fields during spring migration period in western-central Korea. METHODS AND RESULTS: Surveys were conducted at interval of 2-3 days during the spring migration period of 2014 at rice fields of mid-western Korea. We recorded the location of the observed birds on the rice field map according to the local habitat type. The habitat types were divided by physical structure and cultivation methods. Fifteen shorebird species and 7,852 individuals were recorded during the survey period. The number of shorebird species and their abundance began to increase from the beginning of flooding in late-April, and reached a maximum in early-May. After rice transplantation, the number of shorebird species and their abundance dramatically declined. Shorebirds selectively used paddy and levee rather than road and ditch and most species used shallow depth field type. Plowed field types were less attractive to most species. CONCLUSION: Flooding rice fields were functioned as stopover sites for a variety of shorebird species during spring migration period. Furthermore, these results provide that the appropriate agricultural practices can be improving the habitat quality for shorebirds.

Studies on β-diversity for high plant community turnover in flood plain restoration (수변 복원 시 식물종 다양성 증진을 위한 β-diversity 연구)

  • Han, Young-Sub;Kim, Hae-Ran;Han, Seung-Ju;Jeong, Jung-Kyu;Lee, Seung-Hyuk;Jang, Rae-Ha;Cho, Kyu-Tae;Kang, Tay-Gyoon;You, Young-Han
    • Journal of Wetlands Research
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    • v.15 no.4
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    • pp.501-508
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    • 2013
  • We have researched heterogeneity of naturalized river plant community by ${\beta}$-diversity for restoration of river community which has high diversity plant species. As a result the average of heterogeneity was 0.32(range 0.23~0.37) from the river to the inland. This value shows community turnover of species composition of plant communities 6 times. The ${\beta}$-diversity was no difference among water system of Seomjin river, Han river, Nakdong river and Geum river. The upper-river valley(0.36) was higher than lower-river valley(0.23) in each water system(p level<0.05). Multiple regressing analysis was used for look the relationship with Environmental factors as a result, it shows ${\beta}$-diversity significant on a slope. River mimetic diagram with dominant species that appear through Belt-transect painted. Dominant plant species turned 6 time in upper-river and turned about 5 time in lower-river. The result of this study suggested practical basis of planting species and planting pattern. To improve species diversity of river plant community, slope degree raise is the most important.