• 제목/요약/키워드: Hydrological processes

검색결과 158건 처리시간 0.03초

단일 호우 해석을 위한 Z-transform 기법의 적용 (An Application of Z-transform in Single Storm Analysis)

  • 박햇님;조원철
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2005년도 학술발표회 논문집
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    • pp.583-587
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    • 2005
  • At present, various methods are available to analyze storm runoff data. Among these, application of Z-transform is comparatively simple and new, and the technique can be used to identify rainfall and unit hydrograph from analysis of a single storm runoff. The technique has been developed under the premise that the rainfall-runoff process behaves as a linear system for which the Z-transform of the direct runoff equals the product of the Z-transforms of the transfer function and the rainfall. In the hydrologic literatures, application aspects of this method to the rainfall-runoff process are lacking and some of the results are questionable. Thus, the present study provides the estimation of Z-transform technique by analyzing the application process and the results using hourly runoff data observed at the research basin of International Hydrological Program (IHP), the Pyeongchanggang River basin. This study also provides the backgrounds for the problems that can be included in the application processes of the Z-transform technique.

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Contraction of a newly reclaimed mudflat detected by Differential SAR Interferometry

  • Lee Hoonyol;Chi Kwang Hoon
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2004년도 Proceedings of ISRS 2004
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    • pp.57-59
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    • 2004
  • This paper reports the observation of the interferometric synthetic aperture radar (InSAR) phase anomaly on a newly reclaimed mudflat, Hwaong, in west coast of Korea, detected by a series of Radarsat-l SAR data obtained mostly during 2003. The observed phase anomaly could be from subsidence of mud land caused by volumetric contraction of mud in dry season. This process must have been initiated from March 2002 when tidal water supply to this region was permanently blocked by the newly constructed embankment. The maximum subsidence rate measured from InSAR signal is about 3 cm per month. The local heterogeneity of the subsidence rate over the reclaimed mudflat may indicate various mud composition, surface-subsurface hydrological processes, or subsurface information of the mud and basement rock structure. In-situ measurement must follow to support this observation from space.

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Soil moisture prediction using a support vector regression

  • Lee, Danhyang;Kim, Gwangseob;Lee, Kyeong Eun
    • Journal of the Korean Data and Information Science Society
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    • 제24권2호
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    • pp.401-408
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    • 2013
  • Soil moisture is a very important variable in various area of hydrological processes. We predict the soil moisture using a support vector regression. The model is trained and tested using the soil moisture data observed in five sites in the Yongdam dam basin. With respect to soil moisture data of of four sites-Jucheon, Bugui, Sangieon and Ahncheon which are used to train the model, the correlation coefficient between the esimtates and the observed values is about 0.976. As the result of the application to Cheoncheon2 for validating the model, the correlation coefficient between the estimates and the observed values of soil moisture is about 0.835. We compare those results with those of artificial neural network models.

THE PHYSICALLY-BASED SOIL MOISTURE BALANCE MODEL DEVELOPMENT AND APPLICATIONS ON PADDY FIELDS

  • Park, Jae-Young;Lee, Jae-Hyoung
    • Water Engineering Research
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    • 제1권3호
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    • pp.243-256
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    • 2000
  • This physically-based hydrologic model is developed to calculate the soil-moisture balance on paddy fields. This model consists of three modules; the first is the unsaturated module, the second is the rice evapotranspiration module with SPAC(soil-plant-atmospheric-continuum), and the third is the groundwater and open channel flows based upon the interrehtionship module. The model simulates the hydrlogical processes of infiltration, soil water storage, deep perocolation or echarge to the shallow water table, transpiration and evaporation from the soil surface and also the interrelationship of the groundwater and river flow exchange. To verify the applicability of the developed model, it was applied to the Kimjae Plains, located in the center of the Dongjin river basin in Korea, during the most serious drought season of 1994. The result shows that the estimated water net requirement was 757mm and the water deficit was about 5.9% in this area in 1994. This model can easily evaluate the irrigated water quantity and visualize the common crop demands and soil moisture conditions.

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Development of a System of r Regular Evaluation of Streamflow Data (KOwaco's Regular Streamflow Appraising System)

  • Noh, jae-Kyoung
    • 한국농공학회지
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    • 제42권
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    • pp.24-30
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    • 2000
  • A system for evaluating streamflow data (KORSAS) was developed, and is operated using PC based Windows to help the hydrological observation practitioner's working in Korea Water Resources Corporation (KOWACO). This system has modules including; DB access and data management, flow measurement arranging, H-Q relation deriving, area rainfall calculating, flow calculating, and flow evaluating modules. Evaluation of observed streamflow is accomplished through the following processes. First, hourly streamflow data is calculated from water level data stored in a DB server by applying the rating relationship between water level and flow rates derived from the past flow measurements. Second, hourly areal rainfal data is calculated from point data stored in the DB server by applying Thiessen networks. Third, hydrographs are displayed on a daily, weekly, monthly, or seasonal duration basis, and are compared to hydrographs of reservoir inflow, hydrographs at water level observation stations and hydrographs derived from simulated results using models.

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암반 불연속면의 공학적 문제-(General Report) (Engineering Problems in Rock Discontinuity)

  • 신희순
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 가을 학술발표회 논문집
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    • pp.161-184
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    • 2001
  • Rock masses usually contain such features as bedding planes, faults, fissures, fractures, joints and other mechanical defects which, although formed from a wide range of geological processes, posses the common characteristics of low shear strength, negligible tensile strength and high fluid conductivity compared with the surrounding rock material. In the engineering context here, the discontinuities can be the single most important factor governing the deformability, strength and permeability of the rock mass. Moreover, a particularly large and persistent discontinuity could critically affect the stability of any surface or underground excavation. For these reasons, it is necessary to develop a thorough understanding of the geometrical, mechanical and hydrological properties of discontinuities and the way in which these will affect rock mechanics and hence rock engineering.

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Empirical Mode Decomposition (EMD) and Nonstationary Oscillation Resampling (NSOR): I. their background and model description

  • Lee, Tae-Sam;Ouarda, TahaB.M.J.;Kim, Byung-Soo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2011년도 학술발표회
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    • pp.90-90
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    • 2011
  • Long-term nonstationary oscillations (NSOs) are commonly observed in hydrological and climatological data series such as low-frequency climate oscillation indices and precipitation dataset. In this work, we present a stochastic model that captures NSOs within a given variable. The model employs a data-adaptive decomposition method named empirical mode decomposition (EMD). Irregular oscillatory processes in a given variable can be extracted into a finite number of intrinsic mode functions with the EMD approach. A unique data-adaptive algorithm is proposed in the present paper in order to study the future evolution of the NSO components extracted from EMD.

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Effects of Digital Elevation Model in Water Quality Modeling using Geogrpahic Information System

  • Cho, Sung-Min
    • International Journal of Internet, Broadcasting and Communication
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    • 제13권2호
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    • pp.14-19
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    • 2021
  • Aim of this research was to investigate the effects of Digital Elevation Model (DEM) for sensitivity analysis with two types of DEMs: 1 to 24,000 and 1 to 250,000 DEM. Another emphasis was given to the development of methodology for processing DEMs to create ArcGIS Pro and GRASS layers. This was done while developing water quality system modeling using DEMs which were used to model hydrological processes and SWAT model. Sensitivity analysis with DEMs resulted in different runoff volumes in the model simulation. Runoff volume was higher for the 1:24,000 DEM than 1:250,000 DEM, probably due to the finer resolution and slope which increased the estimated runoff from the watershed. Certainly the DEMs were factors in precision of the simulations and it was obvious during sensitivity analysis that DEMs had significant effect on runoff volumes. We suggest, however, that additional comparative research could be conducted involving more parameters such as soil and hydrologic parameters to provide insight into the overall physical system which the SWAT model represents.

Improving an index for surface water detection

  • Hu, Yuanming;Paik, Kyungrock
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.144-144
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    • 2022
  • Identifying waterbody from remote sensing images, namely water detection, helps understand continuous redistribution of terrestrial water storage and accompanying hydrological processes. It also allows us to estimate available surface water resources and help effective water management. For this problem, NDWI (Normalized Difference Water Index) and MNDWI (Modified Normalized Difference Water Index) are widely used. Although remote sensing indexes can highlight remote sensing image in the water, the noise and the spatial information of the remote sensing image are difficult to be considered, so the accuracy is difficult to be compared with the visual interpretation (the most accurate method, but it requires a lot of labor, which makes it difficult to apply). In this study, we attempt to improve existing NDWI and MNDWI to better water detection. We establish waterbody database of South Korea first and then used it for assessing waterbody indices.

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보스턴 넷폰셋강의 수질체계에 대한 스왓모델의 교정과 유효성 검증 (Calibration and Validation of SWAT for the Neponset River Watershed in Boston)

  • 이자원
    • 한국지역지리학회지
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    • 제14권1호
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    • pp.19-26
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    • 2008
  • SWAT 기법은 자연지형을 기반으로 수질관련 현상을 지속적으로 분석하고 예측하며 복합적인 수질 체계를 연구하는데 널리 쓰여왔다. 이는 기후와 관련된 온도, 강수량을 주 데이터로 소규모 지역단위부터 광범위한 지표면의 수질 체계를 토양, 토지이용 행태, 그리고 경사면의 정도와 연계시켜 지역적 토양과 수질의 특성을 파악한다. 모든 자료는 일간으로 구성되며 첫 일정 연도는 데이터의 셋업과정으로 분석이 되고 중간의 일정 연도는 변화정도를 파악하는 기간으로 활용이되며, 마지막 일정연도는 검증과정으로 분석이 된다. SWAT 기법은 수질오염은 물론, 지표면의 오염형태를 파악함으로써 농업활동의 분석과 연구에 도움을 주고, 도시에서 배출되는 오염원의 유형과 그것이 주변지역에 미치는 영향을 도출해 내어 지역 환경개발에 유익한 모델 기법이다. 지역적인 수질 환경을 모델화시키기 위하여 수치의 교정과정이 필요하고 지속적인 연구로 활용하기 위하여 어떠한 인자가 가장 민감하게 반응하는 가에 관한 차후 분석이 뒤따르고 있으며, 결과화된 수치의 유효성 검증이 중요시되고 있다. SWAT 2005 버전은 ArcView 3.3과 ArcGis9.1에서 공간분석이 가능하다.

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