• Title/Summary/Keyword: SSARR

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Lovflow Analysis of Nakdong River Basin by SSARR-8 Model

  • Kang, Ju-Whan;Lee, Kil-Seong;Hwang, Man-Ha
    • Korean Journal of Hydrosciences
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    • v.10
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    • pp.17-34
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    • 1999
  • The SSARR model adopting Is(integrated snowband) watershed model is applied to Nakdong River basin for lowflow analysis. The IS watershed model is added to new version of the SSARR which has functions of simulating evapotranspiration, infiltration and lower zone routing. It provieds annual water budget informations as an output file and can be operated by interactive mode. Sensitivity analysis for both cases of high and lowflows was carried out, which becomes the knowledge base for model calibration. Model verification was performed using the relative errors of highflows and absolute errors of lowflows at the control points. Monthly water budget analysis was done by IS watershed model, and is reveals that runoff coefficient is 52.6%.

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Analysis of Stream Discharge Characteristic at Control Point for Runoff Model Application (유출모의를 위한 주요제어지점 유량특성 분석)

  • Lee, Sang-Jin;Lee, Bae-Sung;Ryoo, Kyong-Sik;Hwang, Man-Ha
    • Journal of Korea Water Resources Association
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    • v.39 no.11 s.172
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    • pp.905-914
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    • 2006
  • For an accurate rainfall-runoff simulation in the river basin, not evaluation of runoff model but accurate runoff data are very important. In this study, SSARR model was applied to the Geum River basin and these results are compared with runoff data observed at the Gongju gauging station. The model results didn't good fit the discharge data determined from the rating curve at Gongju gauging station during normal and dry season, especially. For the reliability analysis for the existing rating curve, we observed new stream discharge set from 2003 to 2005. We also estimated long term runoff data from the base flow separation method and defined the hydraulic characteristics. The results show that the new observed stream discharge is similar to the rainfall-runoff model results but existing rating curve seems to be overestimated about 10-20% during normal and dry season. We found that the continuous monitoring and update for the existing rating curve at the gaging station are needed for accurate estimation of runoff data.

Analysis of Hydrologic Geo-Spatial Information Using Runoff-Management Model (유출관리모형을 활용한 수문학적 공간정보 분석)

  • Lee, Sang-Jin;Noh, Joon-Woo;Ahn, Jung-Min;Kim, Joo-Cheol
    • Journal of Korea Spatial Information System Society
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    • v.11 no.1
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    • pp.97-104
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    • 2009
  • GIS (Geographic Information System) is very useful in describing basin wide geographic characteristics and hydrologic analysis. This study estimated long term hydrologic variations in the Geum river basin using the SSARR rainfall runoff simulation model to provide reliable hydrologic information associated with rainfall runoff management module. Calibrated various hydrologic information such as soil moisture index, water use, direct and base flow are generated using GIS tools to display spatial hydrologic information in the unit of subbasin of target watershed. In addition, the graphic user interface toolkit designed for data compilation is expected to support efficient basin wide rainfall runoff analysis.

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Development of Rainfall-Runoff Model on Han River(II) - Model Construction - (한강수계 유역유출 분석 모형 구축(II) - 모델구성을 중심으로-)

  • Maeng, seung-jin;Chanda, trivedi
    • Proceedings of the Korea Contents Association Conference
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    • 2008.05a
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    • pp.788-791
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    • 2008
  • On this study, following works have been carried out : division of Han River Basin into 24 sub basins, use of rainfall data of 151 stations to make spatial distribution of rainfall, selection of control points such as Soyanggang Dam, Chungju Dam, Chungju Release Control Dam, Heongseong Dam, Hwachun Dam, Chuncheon Dam, Uiam Dam, Cheongpyung Dam and Paldang Dam, selection of SSARR (Streamflow Synthesis and Reservoir Regulation) model as a hydrologic model, preparation of input data of SSARR model, sensitivity analysis of parameter using hydrologic data of 2002. The sensitivity analysis showed that soil moisture index versus runoff percent (SMI-ROP), baseflow infiltration index versus baseflow percent (BII-BFP) and surface-subsurface separation (S-SS) parameters are higher sensitive parameters to the simulation result.

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Flood-Flow Managenent System Model of River Basin (하천유역의 홍수관리 시스템 모델)

  • Lee, Soon-Tak
    • Water for future
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    • v.26 no.4
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    • pp.117-125
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    • 1993
  • A flood -flow management system model of river basin has been developed in this study. The system model consists of the observation and telemetering system, the rainfall forecasting and data-bank system, the flood runoff simulation system, the dam operation simulation system, the flood forecasting simulation system and the flood warning system. The Multivariate model(MV) and Meterological-factor regression model(FR) for rainfall forecasting and the Streamflow synthesis and reservoir regulation(SSARR) model for flood runoff simulation have been adopted for the development of a new system model for flood-flow management. These models are calibrated to determine the optimal parameters on the basis of observed rainfall, streamflow and other hydrological data during the past flood periods. The flood-flow management system model with SSARR model(FFMM-SR,FFMM-SR(FR) and FFMM-SR(MV)), in which the integrated operation of dams and rainfall forecasting in the basin are considered, is then suggested and applied for flood-flow management and forecasting. The results of the simulations done at the base stations are analysed and were found to be more accurate and effective in the FFMM-SR and FFMM0-SR(MV).

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Analysis of Run-off Components using Watershed Management Model (유역관리모형을 활용한 유출성분 분석)

  • Lee, Sang-Jin;Hwang, Man-Ha;Sin, Hyeon-Ho;Sin, Yong-No
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.728-732
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    • 2008
  • 일반적으로 유역의 유출량을 모의하는 경우 강우-유출모형을 구축한 후 해당 모형에서 제공하는 유출결과를 활용하고 있다. 그러나 모형에 의한 유출결과는 단편적인 유출총량에 대해서만 검증된 결과이기 때문에 기저 및 직접유출성분 각각의 적정에 대한 신뢰성 문제가 야기될 수 있다. 본 연구에서는 금강유역을 대상으로 SSARR모형을 적용하고 단순 유출결과 뿐만 아니라 유출성분별로 결과값을 도출하고, 이를 검증하기 위해 분리주파수 기법을 활용하여 관측값의 유출성분을 분리하고, 모의결과와 서로 비교하였다. 이와같이 적용 검증된 모형을 토대로 유출성분 뿐만 아니라 소유역별 습윤상황과 용수이용정보 등 유출지표를 산정하여 효율적 유출관리 지원을 위한 기초 수문정보를 제공하고자 하였다.

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Probabilistic Daecheong Dam Streamflow Prediction using Weather Outlook Weighted Ensemble Streamflow Prediction (확률론적 통계분석을 이용한 대청댐 유입량 예측)

  • Lee, Sang-Jin;Kim, Jeong-Kon;Kim, Joo-Cheol;Woo, Dong-Hyeon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.303-303
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    • 2011
  • 효율적인 수자원 관리를 위해서는 미래 수문자료의 예측치에 대한 구간을 추정하여 미래에 관측될 자료에 대한 정보를 얻는 문제는 어렵지만 중요한 부분에 해당한다. 특히 중장기 유량예측은 입력변수의 불확실성이 크므로 확률론적 방법을 적용한 예측이 유리하다. 본 연구에서는 SSARR 모형을 이용하여 현재 유역의 상태에 과거에 재현되었던 강우를 결합한 앙상블 유출시나리오를 생성하였다. 그리고 대청댐 월 유입량에 대한 확률론적 예측방안을 제시하기위하여 과거 시나리오의 관측 ESP(Ensemble Streamflow Prediction)확률 및 Croley방법, PDF-Ratio방법을 한국의 기상예측정보 실정에 맞는 가중치 부여방안으로 적용하여 분석하였다. 2010년도 상반기를 기준으로 각 분석 기법별 정확성을 검증한 결과 Croley, PDF-Ratio 등 기상전망을 가중치로 부여한 확률론적 예측기법의 효용성을 확인하였다.

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Analysis of Runoff Characteristics using RCP Scenarios in the Geum River Basin (RCP 기후변하시나리오를 이용한 금강 유역 유출특성 분석)

  • Ahn, Jung Min;Lyu, Siwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.549-549
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    • 2016
  • IPCC(International Panel on Climate Change)는 이상기후에 따라 극심한 가뭄과 홍수가 빈발하여 수자원관리환경을 더욱 어렵게 할 것이라 예상하였고, 이에 따라 기후변화에 따른 수문환경은 변화될 것이다. 본 연구에서는 기상청에서 제공하는 RCP 기후변화 시나리오를 이용하여 유역유출을 분석하였다. 금강유역을 대상으로 유역유출모형인 SSARR(Streamflow Synthesis and Reservoir Regulation Model) 모형을 구축하고 미래 유출량 전망을 분석한 결과, 지속적으로 유출량의 증가경향이 예측되었고, 물 순환 체계의 변동이 나타났으며, 이전과는 다른 계절적 특성이 발생한 것을 알 수 있었다.

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Analysis of Characteristics for Runoff Variation Considering Irrigation Area of Each Irrigation Facilities (수리시설물별 관개면적을 고려한 유출변화특성분석)

  • Ryoo, Kyong-Sik;Lee, Sang-Jin
    • Journal of Korea Water Resources Association
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    • v.41 no.6
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    • pp.643-651
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    • 2008
  • This study was conducted to promote reliability of the simulated result for the long-term streamflow in Daecheong watershed. This system was constructed by the SSARR model that considered the effect of small scale irrigation facilities. We investigated the present condition of small scale irrigation facilities and analyzed the relation between irrigation facilities and river discharge. According to the analysis result about the effect of irrigation facilities, the error occurrence frequency was increased at the sub-basin that has many reservoirs and during the second quarter except for the 2003 year. Therefore, we created the relative equation between small irrigation facilities and river water and estimated the simulated streamflow for the main stations. Consequently, error of the runoff simulated with considering small scale irrigation facilities was decreased than that without considering small scale irrigation facilities at all.

Sensitivity Analysis for Parameter of Rainfall-Runoff Model During High and Low Water Level Season on Ban River Basin (한강수계의 고수 및 저수기 유출모형 매개변수 민감도 분석)

  • Choo, Tai-Ho;Maeng, Seung-Jin;Ok, Chi-Youl;Song, Ki-Heon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.9 no.5
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    • pp.1334-1343
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    • 2008
  • Growing needs for efficient management of water resources urge the joint operation of dams and integrated management of whole basin. As one of the tools for supporting above tasks, this study aims to constitute a hydrologic model that can simulate the streamflow discharges at some control points located both upper and down stream of dams. One of the currently available models is being studied to be applied with a least effort in order to support the ongoing project of KWATER (Korea Water Resources Corporation), "Establishment of integrated operation scheme for the dams in Han River Basin". On this study, following works have been carried out : division of Han River Basin into 24 sub-basins, use of rainfall data of 151 stations to make spatial distribution of rainfall, selection of control points such as Soyanggang Dam, Chungju Dam, Chungju Release Control Dam, Heongseong Dam, Hwachun Dam, Chuncheon Dam, Uiam Dam, Cheongpyung Dam and Paldang Dam, selection of SSARR (Streamflow Synthesis and Reservoir Regulation) model as a hydrologic model, preparation of input data of SSARR model, sensitivity analysis of parameter using hydrologic data of 2002. The sensitivity analysis showed that soil moisture index versus runoff percent (SMI-ROP), baseflow infiltration index versus baseflow percent (BII-BFP) and surface-subsurface separation (S-SS) parameters are higher sensitive parameters to the simulation result.