The entropy-based approach allows the estimation of the mean flow velocity in open channel flow by using the maximum flow velocity. The linear relationship between the mean velocity, umax, and the mean flow velocity um, through the dimensionless parameter Φ(M), has been verified both in natural rivers and in laboratory channels. Moramarco and Termini (2015) investigated the reliability of the entropy-based formula in a straight channel and under different bed and side-walls roughness conditions. The present study aims to furtherly validate the entropy-based approach and to explore the effectiveness of entropy-based formula in high curvature channels. Results show that as effect of the downstream variation of the channel’s curvature the value of the parameter (M) varies along the bend. When the bed deformation is evident the variation of the parameter (M) is strongly reduced compared to that obtained in absence of the bed deformation. Results also show that the Manning’s roughness coefficients determined through the entropy-based formula are in agreement with those estimated by applying other literature’s expressions but, unlike the latter, through the parameter (M) the entropy-based formula could account for the effects due to the advective momentum transport by cross-circulation along the strongly curved reaches of the channel.
|Numero di pagine||12|
|Stato di pubblicazione||Published - 2016|
All Science Journal Classification (ASJC) codes
- Water Science and Technology