• Title/Summary/Keyword: Hydrological model

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Web-based GIS for Real Time Hydrologic Topographical Data Extraction for the Geum River Watershed in Korea (Web기반 GIS를 이용한 금강유역의 실시간 수문지형인자 추출)

  • Nam, Won-Ho;Choi, Jin-Yong;Jang, Min-Won;Engel, B.A.
    • Journal of The Korean Society of Agricultural Engineers
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    • v.49 no.5
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    • pp.81-90
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    • 2007
  • Watershed topographical information is required in hydrologic analysis, supporting efficient hydrologic model operation and managing water resources. Watershed topographical data extraction systems based on desktop GIS are abundant these days placing burdens for spatial data processing on users. This paper describes development of a Web-based Geographic Information Systems that can delineate the Geum River sub-basins and extract watershed topographical data in real time. Through this system, users can obtain a watershed boundary by selecting outlet location and then extracting topographical data including watershed area, boundary length, average altitude, slope distribution about the elevation range with Web browsers. Moreover, the system provides watershed hydrological data including land use, soil types, soil drainage conditions, and NRCS(Natural Resources Conservation Service) curve number for hydrologic model operation through grid overlay technique. The system operability was evaluated with the hydrological data of WAMIS(Water Management Information System) with the government operation Web site as reference data.

Automatic Calibration of Stream Flow and Nutrients Loads Using HSPF-PEST at the Bochung A Watershed (보청A유역 유량 및 영양물질 자동보정을 위한 HSPF-PEST 연계적용)

  • Jeon, Ji-Hong;Choi, Dong-Hyuk;Lim, Kyung-Jae;Kim, Tae-Dong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.52 no.5
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    • pp.77-86
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    • 2010
  • Hydrologic Simulation Program-Fortran (HSPF) coupled with PEST which is optimization program was calibrated and validated at Bochung watershed by using monitoring data of water quantities and nutrient loading. Although the calibrated data were limited, model parameters of each land use type were optimized and coefficient of determinations were ranged from 0.94 to 0.99 for runoff, from 0.89 to 1.00 for TN loading, and from 0.92 to 1.00 for TP loading. The optimized hydrological parameters indicated that the forested land could retain rainfall within soil layer with high soil layer depth and infiltration rate compared with other land use type. Hydrological characteristics of paddy rice field are low infiltration rate and coefficient of roughness. The calibrated parameters related to nutrient loading indicated generation of nutrient pollution from agricultural area including upland and paddy rice field higher than other land use type resulting from fertilizer application. Overall PEST program is useful tool to calibrate HSPF automatically without consuming time and efforts.

Estimation of Water Balance based on Satellite Data in the Korean Peninsula (人工衛星 資料에 근거한 한반도 물수지 분포의 推定)

  • 신사철
    • Water for future
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    • v.29 no.5
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    • pp.203-214
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    • 1996
  • Quantifying water balance components is crucial to understanding the basic hydrology and hydrochemistry. An importance of water balance has been suggested in order to grasp actual condition of water resources and environmental changes including climatic changes. The present paper proposes an evaluation method of the water balance components based on vegetation monitoring from remote sensing data. In this study, evapotranspiration model adopts a directmethod by using NDVI (Normalized Difference Vegetation Index) calculated from NOAA/AVHRR data and the detailed description of water balance by using the evapotranspiration in all over the Korean Peninsula. Areal distribution data sets of evapotranspiration in all over the Korean Peninsula. Areal distribution data sets of evapotranspiration, runoff ratio, water surplus and deficit are produced using NDVI and simplified water balance model. This method enables to discuss the hydrological problems for North Korea where enough meteorological and hydrological data are unavailable.

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Hydrodynamic Modeling of Saemangeum Reservoir and Watershed using HSPF and EFDC (HSPF-EFDC를 이용한 새만금호와 유역의 수리 변화 모의)

  • Shin, Yu-Ri;Jung, Ji-Yeon;Choi, Jung-Hoon;Jung, Kwang Wook
    • Journal of Korean Society on Water Environment
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    • v.28 no.3
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    • pp.384-393
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    • 2012
  • Saemangeum lake is an artificial lake created by reclamation works and an estuary embankment since 2006. The sea water flows into the lake by the operation of two sluice gates, and the freshwater enters into the lake by the upper streams. For the reflection of hydrology and hydrodynamics effects in Saemangeum area, a hydrodynamics model was developed by connecting Hydrological Simulation Program with Fortran (HSPF) and Environmental Fluid Dynamic Code (EFDC). The HSPF was applied to simulate the freshwater discharge from the upper steam watershed, and the EFDC was performed to compute water flow, water temperature, and salinity based on time series from 2008 to 2009. The calibration and validation are performed to analyze horizontal and vertical gradients. The horizontal trend of model simulation results is reflected in the trend of observed data tolerably. The vertical trend is conducted an analysis of seasonal comparisons because of the limitation of vertically observed data. Water temperature reflects on the seasonal changes. Salinity has an effect on the near river input spots. The impact area of salinity is depending on the sea water distribution by gate operation, mainly.

Effects of porous pavement on runoff reduction in Boguang subcatchment (투수성 포장도로 도입을 통한 보광배수유역 유출량 저감효과 검토)

  • Jung, Jiyun;Lee, Gunyoung;Ryu, Jaena;Ohe, Jeill
    • Journal of Korean Society of Water and Wastewater
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    • v.27 no.2
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    • pp.251-259
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    • 2013
  • Among various Green Infrastructure measures for urban stormwater management, effects of porous pavement were quantitatively examined in terms of hydrological cycle. Different scenarios for porous pavement were introduced on a SWMM model and the effects were compared and analysed using discharge hydrographs. Two types of pavements having different runoff coefficients (0.05 & 0.5) were introduced to cover different ratio of entire road areas (100 %, 77.5 % and 40.4 %) and these made up in total 6 different scenarios. Total runoff volume was reduced and peak flow was significantly decreased by applying the porous pavement. The highest reduction for total runoff was shown from S-6(covering area: 100 %, runoff coefficient: 0.05) as 19 % followed by S-5(covering area: 77.5 %, runoff coefficient: 0.05, 16 %), while that of S-2(covering area: 40.4 %, runoff coefficient: 0.05) and S-1(covering area: 40.4 %, runoff coefficient: 0.5) were the lowest with 8 % and 5 %. This proved that the application of porous pavement would improve urban hydrological cycle.

Evaluation of hydrokinetic energy potentials of selected rivers in Kwara State, Nigeria

  • Adeogun, Adeniyu Ganiyu;Ganiyu, Habeeb Oladimeji;Ladokun, Laniyi Laniran;Ibitoye, Biliyamin Adeoye
    • Environmental Engineering Research
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    • v.25 no.3
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    • pp.267-273
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    • 2020
  • This Hydrokinetic energy system is the process of extracting energy from rivers, canals and others sources to generate small scale electrical energy for decentralized usage. This study investigates the application of Soil and Water Assessment Tool (SWAT) in Geographical Information System (GIS) environment to evaluate the theoretical hydrokinetic energy potentials of selected Rivers (Asa, Awun and Oyun) all in Asa watershed, Kwara state, Nigeria. SWAT was interfaced with an open source GIS system to predict the flow and other hydrological parameters of the sub-basins. The model was calibrated and validated using observed stream flow data. Calibrated flow results were used in conjunction with other parameters to compute the theoretical hydrokinetic energy potentials of the Rivers. Results showed a good correlation between the observed flow and the simulated flow, indicated by ash Sutcliffe Efficiency (NSE) and R2 of 0.76 and 0.85, respectively for calibration period, and NSE and R2 of 0.70 and 0.74, respectively for the validation period. Also, it was observed that highest potential of 154.82 MW was obtained along River Awun while the lowest potential of 41.63 MW was obtained along River Asa. The energy potentials obtained could be harnessed and deployed to the communities around the watershed for their energy needs.

Spatio-temporal dependent errors of radar rainfall estimate for rainfall-runoff simulation

  • Ko, Dasang;Park, Taewoong;Lee, Taesam;Lee, Dongryul
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.164-164
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    • 2016
  • Radar rainfall estimates have been widely used in calculating rainfall amount approximately and predicting flood risks. The radar rainfall estimates have a number of error sources such as beam blockage and ground clutter hinder their applications to hydrological flood forecasting. Moreover, it has been reported in paper that those errors are inter-correlated spatially and temporally. Therefore, in the current study, we tested influence about spatio-temporal errors in radar rainfall estimates. Spatio-temporal errors were simulated through a stochastic simulation model, called Multivariate Autoregressive (MAR). For runoff simulation, the Nam River basin in South Korea was used with the distributed rainfall-runoff model, Vflo. The results indicated that spatio-temporal dependent errors caused much higher variations in peak discharge than spatial dependent errors. To further investigate the effect of the magnitude of time correlation among radar errors, different magnitudes of temporal correlations were employed during the rainfall-runoff simulation. The results indicated that strong correlation caused a higher variation in peak discharge. This concluded that the effects on reducing temporal and spatial correlation must be taken in addition to correcting the biases in radar rainfall estimates. Acknowledgements This research was supported by a grant from a Strategic Research Project (Development of Flood Warning and Snowfall Estimation Platform Using Hydrological Radars), which was funded by the Korea Institute of Construction Technology.

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Drought propagation assessment with WRF-Hydro model : from meteorological drought to hydrological drought (WRF-Hydro 모형을 활용한 가뭄전이 분석)

  • Lee, Jaehyeong;Kim, Yeonjoo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.51-51
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    • 2019
  • 기후변화 따라 과거에 경험하지 못했던 이상 수문기상 및 기상재해가 유발되며, 그 피해의 규모는 매년 증가한다. 그 중 가뭄은 미국 해양기상청(NOAA)이 선정한 20세기 최대 자연재해 중 상위 5위 안에 랭크되었으며 가뭄의 피해와 영향력은 막대하다고 언급하였다. 가뭄은 발생과정과 피해 영향에 따라 기상학적, 농업적, 수문학적, 사회경제학적 가뭄으로 구분할 수 있으며 직 간접적으로 영향을 미치고 기상학적 가뭄에서 수문학적 가뭄 등으로 가뭄의 종류가 변화되며 이를 가뭄전이라고 부른다,. 본 연구에서는 기상학적 가뭄에서 수문학적 가뭄으로 전이되는 과정을 분석하기 위하여 Weather Research and Forecasting and Model Hydrological modeling extension package (WRF-Hydro) 모형을 한반도 대상으로 구축하였다. 모형의 정확성을 향상시키기 위해 충주댐, 소양강댐, 용담댐, 남강댐의 유입량과 모형 유출량을 비교 분석하였으며, 유출에 영향을 미치는 지면 유출, 표면 거칠기와 같은 파라미터를 보정하여 주었다. 위와 같이 구축, 보정된 모형을 활용하여 모의된 유출량을 이용하여 수문학적 가뭄지수 Standardized Streamflow Drought Index(SSFI)를 도출하여 기상학적 가뭄지수 Standardized Precipitation Index(SPI)와 비교하여 기상학적 가뭄이 수문학적 가뭄으로 전이되는 과정을 가뭄의 빈도, 강도, 특성 등에 초점을 맞추어 분석하였다.

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Assessment of hydrological system change using Budyko curve (Budyko 곡선을 활용한 수문시스템 변화 분석)

  • Kim, Kyeung;Lee, Hyunji;Kim, Hakkwan;Kang, Moon Seong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.250-250
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    • 2020
  • 수문시스템은 기후변화와 도시화와 같은 다양한 인간활동으로 인하여 지속적으로 변해오고 있다. 수문시스템의 변화를 이해하는 것은 주요한 과제였으며, 수문모델링, 기후탄력모델 등을 통해 변화의 원인과 정도를 정량화하고자 하는 노력이 이루어져 왔다. 수문모델링 방법은 변화 원인을 통제하고, 각 조건에 따른 영향분석을 수행하기에 용이하나, 유역별 수문모형의 보정과정은 연구자의 많은 노력이 필요하다. 기후탄력모델은 주로 Budyko 곡선이 활용되어왔으며, 장기간의 실측자료를 기반으로 작성된 곡선에서 변화 폭을 통해 기후변화와 인간활동의 영향을 정량화하는 연구가 진행되어왔으나, 장기간의 실측자료가 미비한 유역에서는 적용에 한계가 있다. 본 연구에서는 기후변화와 인간활동에 의한 수문시스템의 변화를 정량화하기 위해 climate elasticity model과 hydrological model을 접목하여 시범유역을 대상으로 분석하고자 한다. 장기간의 유역 유출량 자료는 HSPF 모형을 활용하여 모의하였으며, 2013~2015년은 보정, 2010~2012년은 검정된 모델을 활용하였다. 1970년부터 2015년까지 유출량자료를 활용하여 Budyko curve를 작성하였으며, 1970년대비 2015년의 수문시스템의 변화를 각 원인별로 정량화하였다. 본 연구는 수문시스템의 변화 원인 파악 및 회복을 위한 정책 수립에 기초로 활용할 수 있을 것으로 사료된다.

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