Multiple Linear Regression Model for Total Bed Material Load Prediction

• Published in: Journal of Hydraulic Engineering
• Main Author: Sinnakaudan S.K.; Ghani A.A.; Ahmad M.S.; Zakaria N.A.
• Format: Article
• Language: English
• Published: American Society of Civil Engineers (ASCE) 2006
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-33645829512&doi=10.1061%2f%28ASCE%290733-9429%282006%29132%3a5%28521%29&partnerID=40&md5=baa72aa0278527170018372d743cbe45

A new total bed material load equation that is applicable for rivers in Malaysia was developed using multiple linear regression analyses. A total of 346 hydraulic and sediment data were collected from nine natural and channelized rivers having diverse catchment characteristics in Malaysia. The governing parameters were carefully selected based on literature survey and field experiments, examined and grouped into five categories namely mobility, transport, sediment, shape, and flow resistance parameters. The most influential parameters from each group were selected by using all possible regression model method. The suitable model selection criteria namely the R -square, adjusted R -square, mean square error, and Mallow's Cp statistics were employed. The accuracy of the derived model is determined using the discrepancy ratio, which is a ratio of the calculated values to the measured values. The best performing models that give the highest percentage of prediction from the validation data were chosen. In general, the newly derived model is best suited for rivers with uniform sediment size distribution with a d50 value within the range of 0.37-4.0 mm and performs better than the commonly used Graf, Yang, and Ackers-White total bed material load equations. © 2006 ASCE.