• Title/Summary/Keyword: Flood Management

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Using Bayesian tree-based model integrated with genetic algorithm for streamflow forecasting in an urban basin

  • Nguyen, Duc Hai;Bae, Deg-Hyo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.140-140
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    • 2021
  • Urban flood management is a crucial and challenging task, particularly in developed cities. Therefore, accurate prediction of urban flooding under heavy precipitation is critically important to address such a challenge. In recent years, machine learning techniques have received considerable attention for their strong learning ability and suitability for modeling complex and nonlinear hydrological processes. Moreover, a survey of the published literature finds that hybrid computational intelligent methods using nature-inspired algorithms have been increasingly employed to predict or simulate the streamflow with high reliability. The present study is aimed to propose a novel approach, an ensemble tree, Bayesian Additive Regression Trees (BART) model incorporating a nature-inspired algorithm to predict hourly multi-step ahead streamflow. For this reason, a hybrid intelligent model was developed, namely GA-BART, containing BART model integrating with Genetic algorithm (GA). The Jungrang urban basin located in Seoul, South Korea, was selected as a case study for the purpose. A database was established based on 39 heavy rainfall events during 2003 and 2020 that collected from the rain gauges and monitoring stations system in the basin. For the goal of this study, the different step ahead models will be developed based in the methods, including 1-hour, 2-hour, 3-hour, 4-hour, 5-hour, and 6-hour step ahead streamflow predictions. In addition, the comparison of the hybrid BART model with a baseline model such as super vector regression models is examined in this study. It is expected that the hybrid BART model has a robust performance and can be an optional choice in streamflow forecasting for urban basins.

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Analysis of Habitat Conditions by Tree Density and Discharge in the Geum River (수목밀도와 유량에 따른 금강의 물리서식처 변화 분석)

  • Mikyoung Choi;Taeun Kang;Changlae Jang
    • Ecology and Resilient Infrastructure
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    • v.10 no.4
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    • pp.250-257
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    • 2023
  • Tree in river have environmental functions such as ecosystem preservation and flood control functions that protect the riverbank. On the other hand, excessive tree development can have the negative effect of fixing the sand bar and reducing the cross-sectional area. Nays2D simulation results performing two flow conditions (average dam operation discharge and two-year frequency discharge) and four tree density conditions (current, zero, low, high tree density) used as input data for PHABSIM to calculate WUA (Weighted Usable Area). The results show that riverbed changes occur more significantly in the zero tree density than presence of trees, which could have a positive impact on the biological habitat environment of Zacco platypus.

A Study on the Estimation of the Design Flood for Small Catchment in Sobaek (소백산 소하천 유역의 홍수량 산정에 대한 고찰)

  • Hyung Joon Chang;Seong Goo Kim;Ki Soon Park;Young Ho Yoon
    • Journal of Korean Society of Disaster and Security
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    • v.16 no.2
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    • pp.99-104
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    • 2023
  • In recent years, the occurrence of abnormal weather has increased rapidly, increasing the frequency of torrential rain. As a result, stable water resource management is difficult, and human and material damage is increasing. Various measures are being established to reduce damage caused by torrential rains, but small-scale mountain catchments are relatively difficult to manage due to lack of basic plan. In this study, the risk of flooding was evaluated using the rainfall-flow model in the Yeonhwa-dong catchment national park among national parks in Korea. The Yeonhwa-dong catchment of Mt. Sobaeksan was simulated to cause flooding when rainfall of more than 50 years occurred, and it was confirmed that there was a high risk of water resource structures, safety facilities, and trails.

The Integration of Smart Disaster Site Support System and Prototype Simulation for Effective Disaster Response (효율적 재난대응을 위한 스마트 재난현장지원시스템 통합방안 및 프로토타입 시뮬레이션)

  • Park, Hyunchul;Park, Seona;Lee, Jinsoo;Pyeon, Muwook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.43 no.6
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    • pp.831-839
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    • 2023
  • The purpose of this study is to quickly collect and analyze information generated in real-time at disaster sites to propose an integrated plan for an on-site support system that can support accurate disaster site situation identification and decision-making, and to review field applicability through prototype simulation. Accordingly, information collection, sharing, and convergence technologies that can be used at disaster sites were reviewed, and a plan for integrating a smart disaster site support system that can create an efficient flow of information resources and information necessary for the entire stage of disaster management was presented. In order to examine the possibility of operating the system with a prototype manufactured based on the integration plan, simulations were conducted based on the storm and flood disaster scenario, and it was confirmed that various functions in the system were implemented normally and displayed on the GIS situation board. Through this study, it is expected that efficient and active disaster response will be possible in a rapidly changing disaster environment.

Estimating the rating curve of irrigation canals in the Cheongju Sindae area

  • Mikyoung Choi;Inhyeok Song;Heesung Lim;Hansol Kang;Hyunuk An
    • Korean Journal of Agricultural Science
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    • v.51 no.1
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    • pp.79-86
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    • 2024
  • As the frequency and intensity of heavy rains increase, the vulnerability of agriculture to disasters also increases. Consequently, there is a need to improve flood and inundation predictions. To enhance the accuracy of inundation predictions, it is essential to monitor water level and discharge data within agricultural areas. This study was conducted to monitor water levels and rainfall in the Cheongju Sindae area from 2022 to 2023, and the data was utilized as input and validation data for agricultural inundation modeling. Four irrigation drainage canals were installed to a square-shaped concrete structure where the water level gauge is. It was then confirmed that the water level rises with rainfall. The flow velocities were monitored during periods of heavy rainfall. The rating curve, which estimates water level and flow velocity based on observations, was estimated using the software K-HQ. The resulting curve was presented with the Coefficient of Determination (R2). K-HQ was also used to calculate the equation for the rating curve, taking outliers into account at each data point. Outliers were extracted and the rating curve was recalculated. As the coefficient of determination of three out of four stations exceeded 0.95, the estimated rating curve may be considered reliable for discharge estimation. This study provides critical data for enhancing agricultural inundation modeling accuracy and drainage improvement projects.

Numerical Analysis on Seepage Discharge of Weir Reinforced with Sheet Piles (수치해석을 이용한 널말뚝으로 보강된 수중보의 침투유량 분석)

  • Kim, Mintae
    • Journal of the Korean Geotechnical Society
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    • v.40 no.4
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    • pp.105-112
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    • 2024
  • Increased extreme weather conditions have led to a rise in flood damage to domestic rivers in Korea. This in turn has caused increased discharge through the structures and foundations of submerged weirs, leading to piping phenomena that can destroy these weirs. Therefore, extensive research into increased infiltration rates is necessary for the management and design of submerged weirs. In this study, seepage discharges were calculated and comparatively analyzed for weirs by varying the depth of the stratum and the length and location of sheet piles using numerical analysis, the fragment method, and the Polubarino-Kochina method. The results showed that the seepage discharge decreased as S/T increased and tended to increase as X/b increased. Changes in the length of the sheet pile had a greater impact on the infiltration rate than changes in the position of the sheet pile. Therefore, it is considered that installing longer sheet piles upstream can decrease the seepage discharge, enabling a safer design against piping in the weir design.

A Function and Weight Selection of Ecosystem Service Function for the Eco-friendly Protected Horticulture Complex in Agricultural Landscape (시설원예단지의 친환경적 조성을 위한 생태계서비스 기능 및 가중치 산정)

  • SON, Jinkwan;KONG, Minjae;SHIN, Yukung;YUN, Sungwook;KANG, Donghyeon;Park, Minjung;LEE, Siyoung
    • Journal of Wetlands Research
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    • v.19 no.4
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    • pp.533-541
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    • 2017
  • Agricultural landscape has many ecosystem service functions. However, the development of the horticulture complex has no consideration for environmental conservation. Therefore, we analyzed the priorities of ecosystem service functions required for the composition. The study was conducted in three stages. As a result of the first survey, 17 functions were selected to be improved. In the second survey, 12 functions were selected excluding 5 functions. Finally, 1. Measures for water purification, 2. Groundwater recharge plan, 3. Surface water storage space, 4. Flood control measures, 5. Vegetation diversity space, 6. Carbon emission reduction plan, 7. Aquatic insect habitat space, 8. Amphibian reptiles 9. Landscape and Waste Management, 10. Bird Species Space, 11. Heat Island Mitigation Plan, 12. Experience / Ecological Education Plan. We proposed the structure, capacity, flow rate, arrangement and form of the water treatment facility to improve water quality by improving the function. We proposed a reservoir space of 7-10% for groundwater recharge. The development of reservoir and storage facilities suitable for the Korean situation is suggested for the surface water storage and flood control measures. And proposed to secure a green space for the climate cycle. Proposed habitat and nutrient discharge management for biodiversity. We propose green area development and wetland development to improve the landscape, and put into the facilities for experiential education. The results of the research can be utilized for the development and improvement of the horticultural complex.

Hydrograph Separation and Flow Characteristic Analysis for Observed Rainfall Events during Flood Season in a Forested Headwater Stream (산지계류에 있어서 홍수기의 강우사상에 대한 유출수문곡선 분리 및 특성 분석)

  • Nam, Sooyoun;Chun, Kun-Woo;Lee, Jae Uk;Kang, Won Seok;Jang, Su-Jin
    • Korean Journal of Ecology and Environment
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    • v.54 no.1
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    • pp.49-60
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    • 2021
  • We examined the flow characteristics by direct runoff and base flow in a headwater stream during observed 59 rainfall events of flood season (June~September) from 2017 to 2020 yrs. Total precipitation ranged from 5.0 to 400.8 mm, total runoff ranged from 0.1 to 176.5 mm, and runoff ratio ranged from 0.1 to 242.9% during the rainfall events. From hydrograph separation, flow duration in base flow (139.3 days) was tended to be longer than direct runoff (78.3 days), while the contribution of direct runoff in total runoff (54.2%) was greater than base flow (45.8%). The total amount and peak flow of direct runoff and base flow had the highest correlation (p<0.05) with total precipitation and duration of rain among rainfall and soil moisture conditions. Dominant rainfall events for the total amount and peak flow of base flow were generated under 5.0~200.4 and 10.5~110.5 mm in total precipitation. However, when direct runoff occurred as dominant rainfall events, total amount and peak flow were increased by 267.4~400.8 and 169.0~400.8 mm in total precipitation. Therefore, the unique aspects of our study design permitted us to draw inferences about flow characteristic analysis with the contribution of base flow and/or direct runoff in the total runoff in a headwater stream. Furthermore, it will be useful for the long-term strategy of effective water management for integrated surface-groundwater in the forested headwater stream.

Research Trends on Soil Erosion Control Engineering in North Korea (북한의 사방공학 분야 연구동향 분석)

  • Kim, Kidae;Kang, Minjeng;Kim, Dongyeob;Lee, Changwoo;Woo, Choongshik;Seo, Junpyo
    • Journal of Korean Society of Forest Science
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    • v.108 no.4
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    • pp.469-483
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    • 2019
  • North Korea has experienced floods and sediment-related disasters annually since the 1970s due to deforestation. It is of paramount importance that technologies and trends related to forest restoration and soil erosion control engineering be properly understood in a bid to reduce damage from sediment-related disasters in North Korea, and to effect national territorial management following unification. This paper presents a literature review and bibliometric analysis including 146 related articles published in North Korea. First, we analyzed the textual characteristics of the articles. We then employed the VOSviewer software package to classify the research topic and analyzed this topic based on the time change. The results showed that articles on the topic have consistently increased since the 1990s. In addition, research related to soil erosion control engineering has been classified into four subjects in North Korea: (i) assessment of hazard area on soil erosion and soil loss, sediment related-disasters; (ii) hydraulic and hydrologic understanding of forests; (iii) reasonable construction of soil erosion control structures; and (iv) effects and management plan of soil erosion control works. The proportion of research related to the (ii) hydraulic and hydrologic understanding of forests had been significant during the reign of Kim Ilsung. However, the proportion of research related to the (i) assessment of hazard area on soil erosion and soil loss, sediment-related disasters, increased during the reign of Kim Jongil and Kim Jongun. Using these results, our analysis indicated that an interest in and need for soil erosion control engineering in North Korea has continually increased. The results of this study are expected to serve as a basis for preparing forestry cooperation between North and South Korea, and to serve as essential data for better understanding soil erosion control engineering in North Korea.

A Case Study on the Implementation of a River Water Level Monitoring System using PLC(Programmable Logic Controller) and Public Telecommunication Network (PLC(Programmable Logic Controller)와 공중통신망을 이용한 하천수위감시시스템 구축 사례 연구)

  • Kim, Seokju;Kim, Minsoo
    • The Journal of Society for e-Business Studies
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    • v.20 no.4
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    • pp.1-17
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    • 2015
  • A river water level monitoring system which prevents salt water damages and effectively excludes floods has been developed to contribute efficient operation of Nakdong river estuary barrage. The system can be used for monitoring upstream conditions more quickly and do appropriate responses over changes. Telemetry and telecontrols using PLCs have been built at the three sites that directly influence on the operation of barrage gates, and are linked to Nakdong river estuary barrage's IOS (Integrated Operation System) through public communication networks. By using PLC, the system can achieve even higher reliability and versatility than before as well as easy management. By power control devices, we can remotely control the power of PLCs to treat the minor troubles instantly without going on-sites. The power control devices also save data in preparation for the cases of communication failures. The system uses ADSL (FTTH) as a main network between SCADA server and PLCs, and CDMA (M2M) as a secondary network. In order to compensate security vulnerabilities of public communication network, we have installed the VPNs for secure communication between center and the observation stations, just like a dedicated network. Generally, river water level observations have been used custom-manufactured remote terminals to suit their special goals. However, in this case, we have established a system with open architecture considering the interface between different systems, the ease of use and maintenance, security, price, etc.