• 제목/요약/키워드: drainage network

검색결과 152건 처리시간 0.024초

비정형격자기반 도시침수해석모형 개발 (Development of Urban Flood Analysis Model Adopting the Unstructured Computational Grid)

  • 이창희;한건연;김지성
    • 대한토목학회논문집
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    • 제26권5B호
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    • pp.511-517
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    • 2006
  • 홍수 피해는 인간에게 영향을 미치는 가장 중요하고 영향력 있는 자연재해 가운데 하나이다. 도시지역에서 국지적인 호우가 배수시스템의 용량을 초과할 경우 홍수피해가 발생된다. 도시지역에서 발생한 홍수는 도시산업과 교통 시스템을 마비시키며, 공공시설물에 막대한 피해를 야기시키다. 도시지역에서 이러한 피해를 줄이기 위해서는 도시지역의 복잡한 지형과 인위적인 배수시스템을 동시에 고려하기에 적합한 모형이 필요하다. 본 연구에서는 도시홍수의 침수범위, 침수심과 같은 홍수특성을 모의하기 위한 비정형격자기반 도시침수해석모형을 개발하였고, 이를 배수 시스템과 연계하였다. 본 연구를 통해 홍수 위험지역을 계산하고, 홍수대비지도를 만드는데 활용될 수 있다. 또한, 홍수담당기관의 의사지원시스템의 한 부분으로 활용되어 침수경감대책수립에 이용될 수 있다.

중소유역의 일별 용수수급해석을 위한 하천망모형의 개발(III) -하천망모형의 검증과 적용- (A Streamfiow Network Model for Daily Water Supply and Demands on Small Watershed (III) -Model Validation and Applications-)

  • 허유만;박승우;박창헌
    • 한국농공학회지
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    • 제35권3호
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    • pp.23-35
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    • 1993
  • The objectives of this paper were to validate the proposed network flow model using field data and to demonstrate the model applicability for various purposes. The model was tested with data from the Banweol watershed, where an intentive streamflow gauging system has been established. Model parameters were not calibrated with field data so that it can be validated as ungaged conditions. Three different schemes were employed to represent the drainage system of the tested watershed : a single, complex, and detailed network. The single network assumed the watershed as a cell, while complex and detailed networks considered several cells. The results from different schemes were individually compared satisfactorily to the observed daily stages at the Banweol reservoir located at the outlet of the watershed. The results from three schemes were in close agreement with each other, Justifying that the model performs very well for different network schemes being used. Daily streamflow from three network schemes was compared for a selected reach within the watershed. The results were very close to each other regardless of network formulation. And the model was applied to simulate daily streamflow before and after the construction of a reservoir at a reach. The differences were discussed, which reflected the influences of the dam construction upon the downstream hydrology. Similar appliocations may be possible to identify the effects of hydraulic structures on streamflow.

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Mapping the Potential Distribution of Raccoon Dog Habitats: Spatial Statistics and Optimized Deep Learning Approaches

  • Liadira Kusuma Widya;Fatemah Rezaie;Saro Lee
    • Proceedings of the National Institute of Ecology of the Republic of Korea
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    • 제4권4호
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    • pp.159-176
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    • 2023
  • The conservation of the raccoon dog (Nyctereutes procyonoides) in South Korea requires the protection and preservation of natural habitats while additionally ensuring coexistence with human activities. Applying habitat map modeling techniques provides information regarding the distributional patterns of raccoon dogs and assists in the development of future conservation strategies. The purpose of this study is to generate potential habitat distribution maps for the raccoon dog in South Korea using geospatial technology-based models. These models include the frequency ratio (FR) as a bivariate statistical approach, the group method of data handling (GMDH) as a machine learning algorithm, and convolutional neural network (CNN) and long short-term memory (LSTM) as deep learning algorithms. Moreover, the imperialist competitive algorithm (ICA) is used to fine-tune the hyperparameters of the machine learning and deep learning models. Moreover, there are 14 habitat characteristics used for developing the models: elevation, slope, valley depth, topographic wetness index, terrain roughness index, slope height, surface area, slope length and steepness factor (LS factor), normalized difference vegetation index, normalized difference water index, distance to drainage, distance to roads, drainage density, and morphometric features. The accuracy of prediction is evaluated using the area under the receiver operating characteristic curve. The results indicate comparable performances of all models. However, the CNN demonstrates superior capacity for prediction, achieving accuracies of 76.3% and 75.7% for the training and validation processes, respectively. The maps of potential habitat distribution are generated for five different levels of potentiality: very low, low, moderate, high, and very high.

LANDSLIDE SUSCEPTIBILITY ANALYSIS USING GIS AND ARTIFICIAL NEURAL NETWORK

  • Lee, Moung-Jin;Won, Joong-Sun;Lee, Saro
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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    • pp.256-272
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    • 2002
  • The purpose of this study is to develop landslide susceptibility analysis techniques using artificial neural network and to apply the newly developed techniques to the study area of Boun in Korea. Landslide locations were identified in the study area from interpretation of aerial photographs, field survey data, and a spatial database of the topography, soil type, timber cover, geology and land use. The landslide-related factors (slope, aspect, curvature, topographic type, soil texture, soil material, soil drainage, soil effective thickness, timber type, timber age, and timber diameter, timber density, geology and land use) were extracted from the spatial database. Using those factors, landslide susceptibility was analyzed by artificial neural network methods. For this, the weights of each factor were determinated in 3 cases by the backpropagation method, which is a type of artificial neural network method. Then the landslide susceptibility indexes were calculated and the susceptibility maps were made with a GIS program. The results of the landslide susceptibility maps were verified and compared using landslide location data. A GIS was used to efficiently analyze the vast amount of data, and an artificial neural network was turned out be an effective tool to maintain precision and accuracy.

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ArcHydro를 이용한 GIS기반의 관개시스템 네트워크 모델링 (Network Modeling of Paddy Irrigation System using ArcHydro GIS)

  • 박근애;박민지;장중석;김성준
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.323-327
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    • 2006
  • During the past decades in South Korea, there have been several projects to reduce water demand and save water for paddy irrigation system by automation. This is called as intensive water management system by telemetering of paddy ponding depth and canal water level and telecontrol of water supply facilities. This study suggests a method of constructing topology-based irrigation network system using GIS tools. For the network modeling, a typical agricultural watershed included reservoirs, irrigation and drainage canals, pumping stations was selected. ArcHydro tools composed of edge, junction, waterbody and watershed were used to construct hydro-network. ArcHydro Model was then designed and the network was successfully built using the HydroID. Visualization using ArcHydro tools could display table property of each object. ArcHydro Model was linked to Agricultural Water Demamd and Supply Estimation System (AWDS) which developed by Korea Rural Community and Agriculture Corporation (KRC) to extract information of the study area. And menu of supply facilities information, demand analysis and supply analysis constructed for information acquisition and visualization of acquired informations.

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하천망과 구릉지사면 사이의 상호작용에 따른 수문학적 응답함수의 거동특성 분석 (Analysis of Behavioral Properties for Hydrologic Response Function according to the Interaction between Stream Network and Hillslope)

  • 윤여진;김주철
    • 한국물환경학회지
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    • 제27권5호
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    • pp.661-669
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    • 2011
  • The purpose of this study is quantitative analysis of the effects of the interactions between stream network and hillslope to hydrologic response functions. To this end general formulation of hydrologic response function is performed based on width function and grid framework. Target basins are Ipyeong and Tanbu basins. From the results of width function estimation even similar sized and closely located basins could have very different hydrologic response function. It is found out that the interactions between stream network and hillslope are essential factors of rainfall-runoff processes because their difference can make the hydrologic response function with positive skewness. The change of velocities of stream network and hillslope might influence the magnitude of peak but time to peak tends to more sensitively respond to velocities of stream network. Lag time of basin would be the result of complex interaction between drainage structures and dynamic properties of river basin.

GIS를 이용한 거제도 지형 및 하계 분석 (Landform and Drainage Analysis in Geoje-Do Using GIS)

  • 김우관;임용호
    • 한국지역지리학회지
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    • 제3권2호
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    • pp.19-35
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    • 1997
  • 본 연구는 최근 지리학에서 많이 이용되고 있는 GIS를 지형분석에 적응하기 위하여 한반도의 남해안에 위치하는 거제도를 해상으로 지형 및 하계망의 특성 및 지질과 지형, 지질과 하계망, 지형과 하계망과의 관련성을 GIS를 이용하여 분석한 것으로 상용 Data인 DTED와 지형도상의 Data를 같이 사용하고 이를 비교하여 봄으로써 장차 지형분석에 GIS의 이용 가능성과 DTED를 이용한 지형 및 하계분석의 가능성을 평가하고자 한다. 거제도의 자연 환경을 지형도 Data와 DTED를 이용 GIS Tool로 분석하여 그 결과를 비교한 결과 GIS Tool로 지형분석에는 문제가 없었으나 GIS자체가 지형분석을 위해 만들어진 Tool이 아니기 때문에 방법상의 문제가 제기되었다. 또한 지형도상의 Data와 DTED의 분석결과를 비교한 결과 DTED가 지형도 Data에 비해 정밀도가 떨어지고 좌표상의 오차가 발생하였다. 이러한 문제가 있기는 하나 접근이 불가능한 지역이나 넓은 지역을 대상으로 한 분석에서는 DTED가 유용한 자료로 사용될 수 있다.

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하수관망의 간소화가 도시침수 모의에 미치는 영향 분석에 관한 연구 (Study on the influence of sewer network simplification on urban inundation modelling results)

  • 이승수;;정관수;김연수
    • 한국수자원학회논문집
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    • 제51권4호
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    • pp.347-354
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    • 2018
  • 도시유역에서 발생한 유출은 지표면뿐만 아니라 하수관망을 통해 배수되며, 도시침수 모의 수행시 하수관망을 수문학적 배수 시스템의 한 구성요로서 고려하는 것은 매우 중요하다. 그러나 도시 침수 모의를 수행하는 대부분의 연구자들이 적절한 기준에 준하지 않고 직관적으로 하수관망을 단순화시켜 모의를 수행하는 실정이다. 따라서 본 연구에서는 1D-2D 결합 도시침수 해석 모형을 이용하여 수지상 구조에 구분법에 기반하여 단순화된 하수관망의 도시침수 해석 결과에 미치는 영향을 분석하였다. 하수관망 해석을 위한 1차원 모델은 Lee et al. (2017)에 의해 소개된 모형으로서 지표면과 하수관망 사이의 유입과 역류를 동시에 모의할 수 있고, 2차원 지표면 모델은 불규칙 삼각망을 이용하여 지표수 흐름을 모의하며 1차원 하수관망 해석모형과 연계되어 도시침수를 모의할 수 있다. 하수관망은 수지상 구조 구분법에 기반하여 2차, 3차 그리고 단순화 하지 않은 경우로 구분할 수 있으며, 구분된 각 하수관망은 서울시 사당역 인근에 많은 침수 피해를 발생시킨 2011년 7월 27일 강우 사상에 적용하여 제안된 방법의 적용성을 평가하였다. 모든 케이스에 대하여 침수면적, 지표면에서 하수관망으로의 유입 유량, 하수관망에서 지표면으로의 역류 유량 등을 비교하였으며, 마지막으로 하수관망 단순화를 위한 적절한 기준 제시에 대한 논의를 수행하였다.

철도노반의 개량방법 (The Improvement Method of Railway Roadbed)

  • 심재범
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.621-626
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    • 2005
  • A major part of permanent way maintenance effort is justified by inadequacies in the track substructure and in particular in drainage conditions, which need to be put right across the entire network. In most cases nowadays, improvements of the substructure can be carried out on rail to a high standard of quality. However, this entails substantial movements of material for the removal of spoil and provision of new material. In the future, recycling of old material on site, and use of geosynthetics, will be necessary to help considerably reduce this volume.

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