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• W2204501742 abstract "The paper is an investigation to determine the coefficient of discharge for different notches and weirs with coarseaggregate beds and then comparing Chezy’s, Darcy Weisbach’s and the Manning’s coefficients. Prior to that, thenotches had to be designed and fabricated, then experiments were conducted. Six methods were used for thisexperiment. The open channel on the hydraulic bench is intended to depict an actual open channel flow scenario, buton a small scale, steady flow was used for these experiments. From this investigation, it was confirmed thatdischarge coefficient for all notches and weirs ranges between 0.57-0.9. The bed of a channel, in this case, coarseaggregates was found to have an effect on discharge coefficient, though it is said to be insignificant. Manning’s nand Darcy-Weisbach’s f were found to decrease with increase in discharge and velocity." @default.
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• W2204501742 date "2015-08-31" @default.
• W2204501742 modified "2023-09-26" @default.
• W2204501742 title "Determining Coefficient of Discharge to Compare Coefficients of Resistance for Different Coarse Aggregate Beds" @default.
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• W2204501742 doi "https://doi.org/10.32628/ijsrset151490" @default.
• W2204501742 hasPublicationYear "2015" @default.
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