• Title/Summary/Keyword: 정보 유실

Search Result 249, Processing Time 0.026 seconds

Comparative Analysis by Soil Loss and Sediment Yield Analysis Calculation Method of River using RUSLE and GRID (RUSLE와 GRID를 이용한 하천의 토양유실량 및 유사유출량 산정방법별 비교분석)

  • Park, Eui-Jung;Kim, Chul
    • Journal of the Korean Association of Geographic Information Studies
    • /
    • v.10 no.2
    • /
    • pp.112-121
    • /
    • 2007
  • In occasion of soil loss happened in a basin, soil in the near of a stream may flow into the stream easily, but in case that soil is far away from the stream, sediment yield transferred to rivers by rainfall diminishes. To forecast sediment yield of a stream is an essential item for management of basins and streams. Therefore, sediment yield of soil loss produced from a basin is needed to be calculated as accurate as possible. Purpose of the present research is to calculate soil erosion amount in a basin and to forecast sediment yield flowed into a stream by rainfall and analyze sediment yield in the stream. There are various methods that analyze sediment yield of rivers. In the present study, the soil erosion amount was calculated using Revised Universal Soil Loss Equation(RUSLE) and GRID, and sediment yield was calculated using sediment delivery ratio and empirical methods. DEM data, slope of basin, soil map and landuse constructed by GIS were used for input data of RUSLE. The upstream area of the Yeongsan river basin in Gwangju metropolitan city was selected for the study area. Three methods according to the calculation of LS factor were applied to estimate the soil erosion amount. Two sediment delivery ratio methods for the respective methods were applied and, correspondingly, six occasions in sediment yield were calculated. In addition, the above results were compared by relative amount with estimation by the empirical method of Ministry of Construction & Transportation. Sediment yield calculated in the present study may be utilized for the plan, design and management of dams and channels, and evaluation of disaster impact.

  • PDF

Development of the Modeling Technique for Soil Loss Reduction in Highland Area using the SWAT Model (SWAT 모형을 이용한 고랭지 지역에서의 토양유실 저감 모델링 기법 개발)

  • Jang, Won-Seok;Choi, Joong-Dae;Park, Youn-Shik;Lim, Kyoung-Jae
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2010.05a
    • /
    • pp.1457-1460
    • /
    • 2010
  • 최근 기후변화로 인해 태풍 등과 같은 집중성 강우가 많이 발생하고 있고, 강우시 유출 등으로 인한 유역내 발생하는 토양침식으로 인해 유역의 하천을 비롯하여 유출구에서의 탁수 및 유사 발생 문제는 우리나라 뿐만 아니라 전 세계적으로 심각한 환경문제로 대두되고 있다. 강우시 유역에서 발생하는 이러한 탁수문제를 효과적으로 해결하기 위하여 여러 최적관리기법 (Best Management Practices, BMPs) 들이 제안되어왔다. 본 연구의 목적은 볏짚매트 사용으로 인한 토양유실 저감 실측자료를 바탕으로 볏짚매트를 다양한 경사지 밭에 적용하였을 경우 유역에서의 토양유실 저감효과를 평가하기 위한 모델링 기법을 개발하는데 있다. 볏짚 매트의 효과를 Soil and Water Assessment Tool (SWAT) 모형으로 모의하기 위해서는 볏짚매트의 효과를 모형에서 반영할 수 있는 인자를 선택하여 최적의 인자값을 산정해야 한다. 본 연구에서는 유사 저감 효과 실험 결과를 VFSMOD-W 모형을 이용하여 USLE P 인자값을 도출하였으며, 경사도에 따른 USLE-P 값을 산정하여, SWAT 모형에 입력자료로 사용하였다. 분포형 모형과는 달리 준분포형 모형인 SWAT 모형은 소유역내 수문학적 반응단위별로 유출, 유사, 그리고 비점오염 발생을 평가하는데 이때 Hydrologic Response Unit (HRU)의 지형정보가 활용된다. 이 지형정보는 SWAT 유사 평가시 매우 민감한 변수중의 하나이기 때문에 유역 단위 유사 평가시 정확한 지형자료의 입력이 요구된다. 그러나 SWAT 모형은 소유역내 HRU의 경사도 및 경사장을 직접 산정하지 않고, 소유역의 평균경사도를 기준으로 하여 산정된 경사도를 소유역내 모든 HRU에 동일하게 적용하는 단점이 있다. 본 연구에서는 준분포 모형인 SWAT 모형의 단점을 개선하기 위하여 SWAT Spatially Distributed (SD)-HRU를 적용하였다. 이를 통해 다양한 경사지 밭에서의 볏짚매트의 효과를 분석할 수 있게 되었다. 볏짚매트 미적용시 모의 기간내 유사량 총합은 74,954.42 ton 이고, 월평균 유사량은 814.72 ton 으로 산정되었고, 볏짚매트를 적용하였을 경우 모의 기간내 (2000년 1월 - 2007년 8월) 유사량 총합은 48,460.55 ton 이고, 월평균 유사량은 526.75 ton 으로 볏짚매트를 적용하지 않았을 때보다 약 35.35 % 저감된 값을 보였다. SD-HRU를 적용하고 각 농경지의 경사도에 따라 USLE P 값을 수정하여 볏짚매트에 의한 효과를 분석하였을 때, 볏짚매트를 적용하지 않았을 때 보다 볏짚매트를 적용하였을 때 모의 기간내 약 35% 정도의 유사량이 감소된 것을 알 수 있었다. 본 연구결과에서 보여주는 바와 같이 고랭지 지역에서의 영농활동 시 볏짚매트를 설치한다면 강우시 발생하는 토양유실을 효과적으로 저감시킬 수 있을 것이라 판단된다.

  • PDF

Vegetation index analysis using Satellite images (인공위성 영상을 이용한 식생지수 상관분석)

  • Won, Sang-Yeon;Kim, Gi-Hong;Kim, Hyeong-Gyeong
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
    • /
    • 2010.04a
    • /
    • pp.239-243
    • /
    • 2010
  • This paper shows how to establish vegetation index analysis for reducing soil erosion in mountain watershed. Soil erosion results from a combination of rainfall, soil, topography, and vegetation, so we need much time and costs when analyse it. We comparatively analysed the factors of topography, soil, and vegetation with variable resources, then established GIS DB. The possibility of practical use of this DB was also analysed. The soil and vegetation information of the sediment runoff section, and the NDVI vegetation index from KOMPSAT-2 imagery were referenced for this conducting research.

  • PDF

Soil Erosion and river-bed change of the Keum river basin using by GIS and RS (GIS와 RS를 이용한 금강유역 토양침식과 하상변화 연구)

  • Lee, Jin-Young;Kim, Ju-Young;Yang, Dong-Yoon;Nahm, Wook-Hyun;Kim, Jin-Kwan
    • The Korean Journal of Quaternary Research
    • /
    • v.20 no.2
    • /
    • pp.1-10
    • /
    • 2006
  • Flooding hazard caused by natural and artificial environmental changes is closely associated with change in river bed configuration. This study is aimed at explaining a river-bed change related to soil erosion in the Keum river basin using GIS and RS. The USLE was used to compute soil erosion rate on the basis of GIS. River-bed profiles stretching from Kongju to Ippo were measured to construct a 3D-geomorphological map. The river-bed change was also detected by remote sensing images using Landsat TM during the period of 1982 to 2000 for the Keum river. The result shows that USLE indicates a mean soil erosion rate of $1.8\;kg/m^2/year$, and a net increase of a river-bed change at a rate of $+5\;cm/m^2$/year in the Kangkyeong area. The change in river-bed is interpreted to have been caused by soil erosion in the downstream of the Keum river basin. In addition river-bed change mainly occurred on the downstream of the confluence where tributaries and the main channel meet. Other possible river-bed change is caused by a removal of fluvial sand aggregates, which might have resulted in a net decrease of exposed area of sediment distribution between 1991 and 1995, while a construction of underwater structures, including a bridge, a reclamation of sand bars for rice fields and dikes, resulted in an increase of the exposed area of river-bed due to sediment accumulation.

  • PDF

Analysis of Soil Erosion Hazard Zone by R Factor Frequency (빈도별 R인자에 의한 토양침식 위험지역 분석)

  • Kim, Joo-Hun;Oh, Deuk-Keun
    • Journal of the Korean Association of Geographic Information Studies
    • /
    • v.7 no.2
    • /
    • pp.47-56
    • /
    • 2004
  • The purpose of this study is to estimate soil loss amount according to the rainfall-runoff erosivity factor frequency and to analyze the hazard zone that has high possibilities of soil erosion in the watershed. RUSLE was used to analyze soil loss quantity. The study area is Gwanchon that is part of Seomjin river basin. To obtain the frequency rainfall-runoff erosivity factor, the daily maximum rainfall data for 39 years was used. The probability rainfall was calculated by using the Normal distribution, Log-normal distribution, Pearson type III distribution, Log-Pearson type III distribution and Extreme-I distribution. Log-Pearson type III was considered to be the most accurate of all, and used to estimate 24 hours probabilistic rainfall, and the rainfall-runoff erosivity factor by frequency was estimated by adapting the Huff distribution ratio. As a result of estimating soil erosion quantity, the average soil quantity shows 12.8 and $68.0ton/ha{\cdot}yr$, respectively from 2 years to 200 years frequency. The distribution of soil loss quantity within a watershed was classified into 4 classes, and the hazard zone that has high possibilities of soil erosion was analyzed on the basis of these 4 classes. The hazard zone represents class IV. The land use area of class IV shows $0.01-5.28km^2$, it ranges 0.02-9.06% of total farming area. Especially, in the case of a frequency of 200 years, the field area occupies 77.1% of total fanning area. Accordingly, it is considered that soil loss can be influenced by land cover and cultivation practices.

  • PDF

A Study on Estimation of Rainfall Erosivity Using Frequency Analysis for Hapcheon Gauging Station (빈도해석에 의한 합천관측소의 강우침식인자 산정 연구)

  • Ahn, Jung Min;Lee, Geun Suk;Lyu, Si Wan
    • Journal of Korean Society for Geospatial Information Science
    • /
    • v.20 no.4
    • /
    • pp.19-27
    • /
    • 2012
  • RUSLE(Revised Universal Soil Loss Equation) has been widely used to estimate the soil loss amount of watersheds from rainfall erosivity, soil erodibility, topographic features and cropping management condition. Rainfall erosivity is the most dominant and sensitive factor among these so that the determination of reliable rainfall erosivity is essential to estimate the soil loss of watershed. Since there has been no criterion to determine the rainfall erosivity in Korea, the empirical values, determined from the relation between the annual average rainfall and erosivity or suggested by TBR(Transport Research Board), have been used for designing the erosion control structure and controlling the soil erosion for watersheds. In this study, the procedure for estimating the rainfall erosivity using frequency analysis is proposed. The most fitted distribution function, with calculated rainfall erosivities with various frequencies and durations, has been also selected. The suggested procedure can be used to estimate the optimal value of rainfall erosivity for RUSLE in order to design soil erosion structures and control the soil erosion in watersheds effectively.

Enhancement of Real-Time Transmission Performance of PGA data (PGA 데이터의 실시간 전송능력 향상)

  • Lim, In-Seub;Choi, In-Young;Jung, Soon-Key
    • Journal of the Korea Society of Computer and Information
    • /
    • v.14 no.2
    • /
    • pp.37-44
    • /
    • 2009
  • In this paper, we propose an efficient method which improves the performance of transmission of PGA which is essential data for real-time earthquake monitoring system. Currently, above 120 earthquake stations were installed nationwide and additional installation is expected because the social interesting of earthquake hazard is rising. Real-time earthquake monitoring system checks earthquake occurrence by using PGA were calculated from acceleration data of each seismic station. An efficient method of PGA data transmission is key factor of real-time monitoring. The key idea of proposed method is to deal with each seismic station using an unique ID, to assign one bit to indicate whether a packet include a station's data or not. Proposed method can contain more station data and decrease the data loss compared to current method. To verify proposed method, we investigate the turnaround time and ratio of data loss using above 91000 packets. As results of experiment. the proposed method is proven that the method need more time about 50% but reduce the data loss about 87% as compared to previous method.

Component and Knowledge Based Face Detection (얼굴 요소와 지식 기반 방법을 이용한 얼굴 검출)

  • 김진모;변혜란
    • Proceedings of the Korean Information Science Society Conference
    • /
    • 2004.10b
    • /
    • pp.733-735
    • /
    • 2004
  • 본 논문에서는 얼굴 요소 기반의 얼굴 검출을 설명한다. 기존의 얼굴 전체 영역을 사용한 검출의 문제점과 얼굴 요소 기반의 얼굴 검출 방법의 차이점을 제시하며, 얼굴 전체 영역을 사용한 검출 방법에서 해결하기 어려운 문제점을 해결 하고자 한다. 얼굴 요소 기반의 얼굴 검출 방법은 Support Vector Machines (SVM)을 사용한다. 이 SVM을 사용하여 독립적으로 얼굴 요소를 찾으며, 각각의 얼굴 요소의 위치 정보를 이용한 지식 기반 방법을 이용하여 최종 얼굴 영역을 판별해 낸다 실험 결과에서 알 수 있듯이 얼굴 요소 기반 알고리즘은 얼굴 요소 가려짐 및 얼굴 요소의 유실에 강인함을 볼 수 있다.

  • PDF

에이젼트 기반의 침입탐지 시스템 구현

  • 최종욱
    • Review of KIISC
    • /
    • v.9 no.3
    • /
    • pp.83-96
    • /
    • 1999
  • 본 논문에서는 독립 에이젼트 기반의 침입탐지 시스템을 구현하고자 한다. 침입 탐 지 시스템의 메시지 유실 및 메시지 내 정보에 대한 처리를 보다 안정적으로 제공하기 위해 단위침입 행동별로 학습된 모니터링 프로세스에서 전송되는 사용자 위협 행동 메시지에 대 한 처리를 담당하는 조정자 에이전트 시스템을 제안한다. 본 논문에서 제안된 조정자는 안 정화된 메시지 처리 문제 뿐아니라 기존모델의 에이젼트간 협력 작업에 의해 처리되었던 침 입 판단 기능 및 모니터링 프로세스들의 관리기능 또한 수행하도록 하게 된다. 따라서 시스 템의 유연성 및 확장성 향상을 도모하도록 하였다.

  • PDF

지리정보시스템을 이용한 시화지역의 토공량 분석

  • 송무영;하정은;송영화;김윤종
    • Proceedings of the Korean Society for Rock Mechanics Conference
    • /
    • 1995.03a
    • /
    • pp.202-212
    • /
    • 1995
  • 지리정보시스템은 1980년 이후에 자연자원 관리뿐만 아니라 환경관리를 비롯하여 현재에는 지하시설물 관리 및 도시정보 관리 등을 위한 수단으로써 여러 분야에서 필수적으로 활용되고 있는데 그러한 예로 한국의 사회기반 시설물 GIS 구축방안(이태식 외, 1994), GIS를 이용한 통신선로 시설관리(최지선, 1994), GIS를 이용한 하천공간 데이타베이스 구축에 관한 연구(이태식 외, 1994), 금강유역 토양 유실 분석을 위한 GIS 응용연구(김윤종 외, 1994)등 있다. (중략)

  • PDF