Abstract
ABSTRACTThe present study experimentally investigates the multi-scale statistical characterization of migrating pier scour depth over non-uniform sand bed channel. Experiments were conducted for circular piers of 75 mm diameters with and without seepage cases. The results of turbulent flow parameters at the upstream of the pier such as velocity and Reynolds shear stresses (RSSs) are observed to be negative within the scour hole, while the presence of downward seepage counteracts the reversal of the flow results in decreased velocity and Reynolds stresses. RSS is higher at the downstream of the pier owing to the formation of wake vortices. The elevation of scouring is gradually decreased with an increase of time as well as with the increase of downward seepage. Time scale-averaged celerity is decreased with an increase of time and increases with increase of seepage percentage. The present study also investigates the wavelet-based semblance analysis for time series of velocity and bed elevation at different sections of channel, which will show correlations in terms of wavelength and position.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
