A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Development of reservoir capacity loss model using bootstrapping of sediment rating curves
Significant developments have been made in understanding the process of reservoir sedimentation. However, predicting reservoir capacity loss (RCL) is still a complex problem. In estimating RCL, a number of challenges are encountered. These are majorly associated with the prediction of sediment load, trap efficiency and deposited-sediment bulk-density. The aim of the present study is to develop an RCL model. RCL experienced by the reservoir, for a longer time period, is estimated using the sediment rating curve (SRC), developed from discharge and sediment concentration, observed over a shorter time frame. The developed model is based on non-parametric bootstrapping of SRC and the inverse relationship of the coefficients of the rating curves. The established RCL loss model is applied to Shetrunji Reservoir, India. The model calibration and validation suggest that its efficiency to predict sediment concentration, sediment load, RCL and gross storage capacity is satisfactory. The present research methodology can be used for any other reservoir to compute RCL. The proposed model is important for field use as dam operators can easily predict the impact of different hydrological events on reservoir capacity and can plan the operation of flushing, sluicing or sediment bypasses.
Development of reservoir capacity loss model using bootstrapping of sediment rating curves
Significant developments have been made in understanding the process of reservoir sedimentation. However, predicting reservoir capacity loss (RCL) is still a complex problem. In estimating RCL, a number of challenges are encountered. These are majorly associated with the prediction of sediment load, trap efficiency and deposited-sediment bulk-density. The aim of the present study is to develop an RCL model. RCL experienced by the reservoir, for a longer time period, is estimated using the sediment rating curve (SRC), developed from discharge and sediment concentration, observed over a shorter time frame. The developed model is based on non-parametric bootstrapping of SRC and the inverse relationship of the coefficients of the rating curves. The established RCL loss model is applied to Shetrunji Reservoir, India. The model calibration and validation suggest that its efficiency to predict sediment concentration, sediment load, RCL and gross storage capacity is satisfactory. The present research methodology can be used for any other reservoir to compute RCL. The proposed model is important for field use as dam operators can easily predict the impact of different hydrological events on reservoir capacity and can plan the operation of flushing, sluicing or sediment bypasses.
Development of reservoir capacity loss model using bootstrapping of sediment rating curves
Jabbar, Yazad C. (author) / Yadav, Sanjay M. (author)
ISH Journal of Hydraulic Engineering ; 28 ; 14-26
2022-11-01
13 pages
Article (Journal)
Electronic Resource
Unknown
Development of Integrated Sediment Rating Curves Using ANNs
| British Library Online Contents | 2001
TECHNICAL PAPERS - Development of Integrated Sediment Rating Curves Using ANNs
| Online Contents | 2001
Single-station estimates of suspended sediment loads using sediment rating curves
| British Library Online Contents | 1993
Single-station estimates of suspended sediment loads using sediment rating curves
| Online Contents | 1993