• Proceedings of the Korea Water Resources Association Conference
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• 2005.09a
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• pp.780-781
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• 2005

• Journal of Korea Water Resources Association
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• v.41 no.8
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• pp.807-823
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• 2008

This paper presents a technique for estimating discharge rating curve parameters. In typical practical applications, the original non-linear rating curve is transformed into a simple linear regression model by log-transforming the measurement without examining the effect of log transformation. The model of pseudo-likelihood estimation is developed in this study to deal with heteroscedasticity of residuals in the original non-linear model. The parameters of rating curves and variance functions of errors are simultaneously estimated by the pseudo-likelihood estimation(P-LE) method. Simulated annealing, a global optimization technique, is adapted to minimize the log likelihood of the weighted residuals. The P-LE model was then applied to a hypothetical site where stage-discharge data were generated by incorporating various errors. Results of the P-LE model show reduced error values and narrower confidence intervals than those of the common log-transform linear least squares(LT-LR) model. Also, the limit of water levels for segmentation of discharge rating curve is estimated in the process of P-LE using the Heaviside function. Finally, model performance of the conventional log-transformed linear regression and the developed model, P-LE are computed and compared. After statistical simulation, the developed method is then applied to the real data sets from 5 gauge stations in the Geum River basin. It can be suggested that this developed strategy is applied to real sites to successfully determine weights taking into account error distributions from the observed discharge data.

• 한국방재학회:학술대회논문집
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• 2008.02a
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• pp.683-686
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• 2008

Flood damage has been increased due to the abnormal climate and extreme rainfall. So, quantitative and qualitative hydrologic data should be improved in oder to enhance accuracy of hydrologic forecast. However, research regarding hydrologic data have not been thorough enough. Therefore, in this study, monte carlo simulation was applied to rainfall runoff model to improve the reliability of runoff analysis and risk analysis. Rainfall-Stage-Discharge curve was developed as a consequence of MCS and it is possible to get correct rating curve for high water level.

• Journal of Environmental Impact Assessment
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• v.22 no.4
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• pp.319-327
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• 2013

This study was conducted to identify runoff characteristics of pollutants using flow duration curve(FDC) and load duration curve(LDC) in Youngbon A watershed during 2009~2011. A flow rate and pollutant load in the study watershed were estimated by equation of stage-discharge and discharge-loads rating curve. From these methods, BOD, T-N, and T-P have evaluated whether water quality standards would have attained. Results showed that BOD loads of about 50% plotted above the LDC, while T-N and T-P loads of about 50% plotted below the curve. It means that BOD of about 50% have exceeded the water quality criteria, while T-N and T-P of about 50% have complied with the water quality standards. Meanwhile, BOD, TN and T-P loads plotted above the LDC of low flows, implying that they were more affected by point pollution sources than nonpoint pollution sources in the study watershed.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1908-1912
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• 2009

유량자료는 물의 순환과정을 규명하고 효율적인 수자원 개발 및 이수 치수 계획 등에 매우 귀중하게 이용된다. 그러나 이러한 유량자료를 확보하는 데는 많은 시간과 경비 등이 요구되기 때문에 주요 수위의 유량측정자료로 수위-유량관계 곡선식(Stage-Discharge Curve)을 개발하여 유량자료를 환산하고 있다. 따라서 수위-유량관계 곡선식의 신뢰도는 유량자료의 품질에 절대적인 영향을 미치는 요인으로 작용된다. 수문학을 연구하는 많은 학자들은 고품질의 유량자료를 생산하여 신뢰성 있는 곡선식을 개발하고자 유량측정 방법과 기준, 장비개량 등에 관한 연구를 수행하고 있다. 측정하고자 하는 기기별 측정 성과에 대한 연구 자료가 거의 없이 국내에 보급된 다양한 유속측정기기를 사용하여 유량자료를 생산하여 활용하고 있다. 본 연구에서는 규격화된 콘크리트 수로에 일정한 유량을 흘려보내고 다양한 측정기기를 이용하여 유속을 측정하였다. 그리고 이 측정성과를 이용하여 유량을 산정하고 비교분석하였다. 실험을 위해서 국내에서 일반적으로 사용되고 있는 측정기기로 마그네틱유속계(Electromagnetic Current Meter), 휴대용유량계(Flow Meter), 프라이스유속계(USGS Type AA Current Meter), 갈수기용유속계(USGS Pygmy Meter)등의 장비를 사용하였으며, 동일한 조건에서 유량을 얻음으로 측정 기기가 제시하는 유량을 알 수 있었다. 비교검토에 적용하고자 측정한 수심으로는 0.25m, 0.30m, 0.35m, 0.40m의 4개 Case로 진행이 되었으며, 측정방법으로는 도섭법(Wading Measurement)에 의하거나 케이블웨이(Cableway), 교량법(Bridge Measurement), 보트법(Boat Measurement)등이 있으나, 신뢰성과 정확도를 높이기 위해 도섭법으로 수면에서 0.6d 지점의 유량측정방법(1점법)을 적용하였다. USGS Type AA Current Meter, USGS Pygmy Meter는 유속측정기기의 검교정을 받았으므로 다른 실험유속측정치의 비교를 위한 기준값으로 사용하였다. 따라서 국내에서 널리 사용되는 측정기기(Electromagnetic Current meter, Flow Meter, USGS Type AA Current Meter, USGS Pygmy Meter)별 검토 결과 프라이스유속계를 기준으로 마그네틱유속계는 ${\pm}$10% 이상, 갈수기용 유속계 및 휴대용 유량계는 ${\pm}$5% 미만의 차이가 있음을 확인할 수 있었다.

• Journal of Korean Society of Rural Planning
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• v.9 no.4 s.21
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• pp.1-7
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• 2003

This study was conducted to seek the effective water management method of the irrigation reservoirs. Joongpyong reservoir was selected for the hydrologic monitoring, and investigated from May in 1999 to December in 2001. The water level and amount of outlet discharge were measured, the stage discharge equation as a rating curve was induced, and which were compared to the irrigation water requirements calculated by a daily simulation model. The water balance of Joongpyong reservoir was analyzed, mainly on the reservoir storage ratio during irrigation period. Comparing the observed storage and simulation data, the results of the simulation were well agreed with the measured data.

• Water for future
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• v.25 no.3
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• pp.115-124
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• 1992

The peak flood discharge at a downstream station and the flood travel time between a pair of dams due to a specific flood release from the upper reservoir are computed using a hydraulic river channel routing method. The study covered the whole reservoir system in the Han River. The computed peak flood discharges and the travel times between dams were correlated with the duration and the magnitude of flood release rate at the upstream reservoir, and hence a multiple regression model is proposed for each river reach between a pair of dams. The peak flood discharge at a downstream location can be converted to the peak flood stage by rating curve. Hence, the proposed regression model could be used to forecast the peak flood stage at a downstream location and the flood travel time between dams using the information on the flood release rate and duration from the upper dam.

• Journal of Korean Society of Rural Planning
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• v.6 no.2 s.12
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• pp.73-81
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• 2000

This study was carried out to measure the amount of outlet discharge and analyse the water quality from an agricultural reservoir. Joongpyong reservoir was selected as the monitoring site. Daily discharge was determined by measured water level data of delivery canal and the stage-discharge relation curve. The measured water discharge through culvert outlet of Joongpyong reservoir was 593,200m3 which was equivalent to irrigation depth 1,186mm during irrigation period in 1999. And water samples were taken from the surface water of reservoir and delivery canal, periodically. Temporal variation of water quality constituents such as water temperature, pH, EC, total nitrogen, total phosphorus were investigated. The result showed that pH was ranged 6.9 7.8, total nitrogen 1.39 4.11mg/L, total phosphorus 0.007 0.036 mg/L, respectively.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1-5
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• 2009

하천의 수위와 유량에 대한 정확한 정보는 이수, 치수와 같은 수자원 관리에 있어서 가장 기본 물리량이며, 각종 물이용 분쟁 해결, 수공구조물의 설계, 하천의 유사량 산정 및 수리 수문모형의 개발, 검증을 위한 기초자료로 이용된다. 그러나 유량의 직접 계측은 많은 비용이 소요되며, 홍수시에는 계측이 불가능하다. 지속적인 유량자료의 실측은 얻는 것은 매우 어렵다. 따라서 최근 수치 모형을 이용하여 수위-유량 곡선을 예측하고자 하는 연구가 진행되고 있다. 본 연구에서는 복단면 및 불규칙한 하상을 갖는 개수로의 수위-유량 곡선 및 단위유량 예측모형을 개발하고자 한다. 수심 적분된 2차원 운동량 방정식으로부터 정상류와 등류 조건을 가정하여 지배방정식을 구성하였으며, Manning 조도계수를 사용하여 자갈 및 모래와 같은 하상재료에 의한 전단력을 산정한다. 또한 식생항력을 이용하여 홍수터 및 제방의 식생이 수위-유량에 미치는 영향을 분석하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.3B
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• pp.169-174
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• 2012

For efficient water management in the Ara River during the flood season, applicability of flood simulation model in the ungaged Gulpo watershed has been tested. In the Gulpo River watershed, fundamental hydrologic data such as water level and flowrates are very limited and selection of the reliable hydrologic parameters are very important for model application. This study tested reliability of parameters estimated using the empirical equation based on the HEC-HMS runoff simulation. Also coupled with HEC-RAS hydraulic routing model, simulated flowrates from HEC-HMS has been compared with the observed water levels collected at the upstream and downstream of the Gyulhyun Weir station during the flood event in 2010. Based on this information, stage-discharge curve has been developed and its reliability has been tested for flood event in 2011.