Abstract
The sediment rating curve for Mahanadi River is rare to produce, so the sediment rating curve for three tributaries of size medium to large of the Mahanadi River is estimated. The various curves fitting technique has been applied to estimate the sediment rating curve. It is observed that the dataset does not show log-normal distribution due to the biased sampling of data so log-transferred linear fit cannot be applied to this rating curve. The Levenberg–Marquardt nonlinear and linear algorithm is applied to find out the coefficient of the model and it is found that a nonlinear power model includes the Levenberg–Marquardt algorithm was estimating most appropriate statistical solution of the problem. The long-term annual sediment load determined by nonlinear power model is found out to be consistent with previously published results.
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Acharya, P., Nath, T.K., Nimma, R.B. (2021). Sediment Rating Curve and Sediment Concentration Estimation for Mahanadi River. In: Udgata, S.K., Sethi, S., Srirama, S.N. (eds) Intelligent Systems. Lecture Notes in Networks and Systems, vol 185. Springer, Singapore. https://doi.org/10.1007/978-981-33-6081-5_9
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DOI: https://doi.org/10.1007/978-981-33-6081-5_9
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