• 한국환경과학회지
• /
• 제6권5호
• /
• pp.417-423
• /
• 1997

The objective of this study Is to supply basic data for large reservoir sedimentation research In future and make suggestions to maintain and opera능 the reservoir more of efficiently. At first, previous studios about the estimation of sediment yield rate were reviewed in Korea. And the discharge rating curves of upstream stage gauging stations and the correlation between dam Inflow and stage discharge were analyzed. With the analysis results, the spec유c sediment rate of Soyanggang dam was estimated as 608 m3/km2/yr. It was similar to that of Soyanggang dam feasibility study and 1994's field surveys of the reservoir than that of 1983's field surveys. Because the sediment rating curves were derived under the low discharge conditions, It needs to be checked under the flood conditions. However, the suggested methods such as flowrate analysis and sediment estimation will be useful to the sediment studios In future. Key words . reservoir sediment, sediment yield rate, rating curve, flowrate analysis.

• 한국물환경학회지
• /
• 제22권6호
• /
• pp.1088-1093
• /
• 2006

In this study, the method of annual sediment estimation for reservoir long-term operation is proposed. Long-term daily precipitation and evaporation are predicted by Markov Chain. Using these values, reservoir inflow is simulated by NWS-PC model. Reservoir sediment load is estimated by sediment rating relation curve which is observed. From the simulation results, it was found that each simulated value by Markov Chain and NWS-PC was well compared to the observed ones and also estimated reservoir sediment was appropriate to the compared values using empirical equations. It is thought that the proposed method for estimation of reservoir sediment can be useful used to operate the reservoir.

• 한국콘텐츠학회논문지
• /
• 제15권8호
• /
• pp.544-555
• /
• 2015

본 연구는 농경유역 중소하천의 주요 지점에서 실측된 현장자료를 사용하여 유량과 총유사량 관계곡선과 이들 간의 관계식을 유도한다. 실측치 총유사량 자료는 수심평균농도와 하상에서 각각의 부유사와 소류사 채취기(DH-48, D-74 및 BLH-84, BL-84)에 의해 채집된 시료를 건조 또는 여과법, 체분석에 의한 입도분포곡선을 통해 얻은 부유사량에 소류사량을 합하여 얻었다. 이들 현장자료는 농경유역 논산수계 내 4개 대상하천의 국가-지방하천 수로구간 7개 측점에서 2012년 8월부터 2014년 9월까지 측정되었다. 그 결과, 유량과 총유사량에 대한 관계곡선과 관계식은 현장측정 자료군의 분포특성을 분석함으로써 멱함수형으로 유도하였으며, 이들 관계식은 수공 유사공학의 이론적 연구뿐만 아니라 실무적 응용에 있어 세굴, 퇴적 및 이송을 해석하는데 유용한 도구로 사용될 수 있을 것이다.

• 한국GIS학회:학술대회논문집
• /
• 한국GIS학회 2009년도 춘계학술대회
• /
• pp.269-270
• /
• 2009

This study builds a sediment rating curve using the measured sediment yield and the simulated soil erosion by a GIS-embedded empirical model. Then the structured sediment rating curve is used to determine the SDR on a basin scale in southern Korea. The whole data(year of 2002-2008) are divided into two groups and the first group(year of 2002-2005) is used for calibration, while the other is used for validation. Two cases(rainfall amount and rainfall intensity) are analyzed to consider the rainfall runoff erosivity factor in simulating soil erosion. The results show the derived SDR provides reasonable accuracy and rainfall intensity gives better performance in calculating soil erosion than rainfall amount.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2007년도 학술발표회 논문집
• /
• pp.1849-1853
• /
• 2007

In this study, flow-sediment discharge characteristics and relationships are estimated for the Cheonggyecheon basin, newly restored in 2005. Flow and sediment discharge measurement is performed on Ogansugyo, Majanggyo 2 and Yongdugyo during the rainy seasons in 2005-2006. The parameters of Clark UH are estimated using measured data, and sediment rating curves are derived by using grading and concentration analysis. Concentration time and storage coefficient of Clark UH are estimated 0.5 hr and 0.63 hr for Majanggyo 2, and 0.4 hr and 0.45 hr for Yongdugyo, respectively. Grain size of sediments are composed of fine silt to fine sand (0.008-0.25mm) based on the sediment grain size classification (Lane, 1947). Flow-sediment relationships derived by using concentration analysis shows that sediment discharge has no obvious relationship with flow discharge.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2005년도 학술발표회(1)
• /
• pp.349-350
• /
• 2005

• Smart Structures and Systems
• /
• 제26권6호
• /
• pp.781-796
• /
• 2020

Prediction of total sediment load is essential in an extensive range of problems such as the design of the dead volume of dams, design of stable channels, sediment transport in the rivers, calculation of bridge piers degradation, prediction of sand and gravel mining effects on river-bed equilibrium, determination of the environmental impacts and dredging necessities. This paper is aimed to investigate and predict the total sediment load of the Wadi Arbaat in Eastern Sudan. The study was estimated the sediment load by separate total sediment load into bedload and Suspended Load (SL), independently. Although the sediment records are not sufficient to construct the discharge-sediment yield relationship and Sediment Rating Curve (SRC), the total sediment loads were predicted based on the discharge and Suspended Sediment Concentration (SSC). The turbidity data NTU in water quality has been used for prediction of the SSC in the estimation of suspended Sediment Yield (SY) transport of Wadi Arbaat. The sediment curves can be used for the estimation of the suspended SYs from the watershed area. The amount of information available for Khor Arbaat case study on sediment is poor data. However, the total sediment load is essential for the optimal control of the sediment transport on Khor Arbaat sediment and the protection of the dams on the upper gate area. The results show that the proposed model is found to be considered adequate to predict the total sediment load.

• 한국환경과학회지
• /
• 제24권12호
• /
• pp.1617-1627
• /
• 2015

This study was carried out to investigate the characteristics of suspended solid concentration in small forest watershed, Hwacheon, Gangwondo. For five rainfall events from July 2013 to August 2013, rainfall, discharge, and suspended solid load has been measured. The results showed that the fist flush effect was observed for suspended solid in each rainfall event, sediment rating curve was obtained with $y=30.029x^{1.573}$ at rising limb and $y=12.902x^{1.8827}$ at falling limb, and EMC (event mean concentration) of suspended solid was calculated to 9.4 mg/L. EMC was compared to the values from the watershed that has various land use types and EMC from forest watershed was much lower that from the crop, paddy or low covered forest watershed.

• 한국수자원학회논문집
• /
• 제42권9호
• /
• pp.737-745
• /
• 2009

국내 도시화 시험유역에 대한 기존 토사유출공식의 적용 가능성을 검토하기 위해 도시 시험유역의 실측자료와 모의기법 적용결과를 비교.분석하였다. 적용된 토사유출량 산정 모의공식으로는 개정범용토양손실공식(RUSLE - Revised Universal Soil Loss Equation), 수정범용토양손실공식(MUSLE - Modified Universal Soil Loss Equation)을 활용하였다. 시험유역은 유역면적 약 3.81 $km^2$로 면적대비 56 % 정도가 도로 및 포장 등으로 도시화가 진행된 도시 시험유역을 선정하여 자동 강우 및 수위계측기를 이용하여 지난 3년간 연속적으로 수문자료를 축적하였다. 또한 계측지점에서의 유출량별 소류사 및 부유사 실측을 통하여 유량-유사량 관계곡선을 개발한 후 호우사상별 유역으로 부터의 토사유출량을 산정하였다. 실측된 강우 및 유량 자료를 활용하여 모의한 토사유출량과 실측한 토사유출량을 비교한 결과 RUSLE를 적용한 모의결과가 실측 토사유출량과 근접한 결과를 제시하였으나 상관계수가 낮아 적용에 세심한 주의가 요구됨을 알 수 있었다. 반면, 실제 유출수문곡선을 MUSLE기법에 적용하여 모의한 토사유출량과 실측 토사유출량의 상관관계는 우수한 예측결과를 보였으나 보정계수의 적용이 필요함을 확인하였다.

• 한국농공학회지
• /
• 제38권3호
• /
• pp.127-136
• /
• 1996

The purpose of this study is to provide with information for the water resources development and management in stream management planning, such as information on the sediment trensport, design of dam and water facilities, river improvement and flood plains management. The major results obtained from the field measurement and analysis of the watershed characteristics, hydraulic and sediment characteristics are as follows ; 1. The rating curve formulas obtained from the analysis of the hydraulic characteristics data collected are ; Q-=110.563 $(H-0.474)^2$ for 0.7m$(H-0.146)^2$ for 0.4m$Sr=aX{^2} {_1} X^{c}{_2}$, in the experimental watershed.