Celerity of Transient Bed Profilesby Victor Miguel Ponce, (M.ASCE), Assoc. Prof. of Civ. Engrg.; San Diego State Univ., San Diego, Calif.,
Serial Information: Journal of the Hydraulics Division, 1982, Vol. 108, Issue 11, Pg. 1393-1397
Document Type: Journal Paper
The applicability of a formula for the calculation of celerity of alluvial channel bed transients has been verified using data from flume experiments. The formula is easy to use; the celerity is expressed in terms of readily identified hydraulics and sediment transport parameters. The results obtained are encouraging, and show the promise of this approach in the qualitative analysis of unsteady alluvial channel hydraulics. The need for additional research in this area is recognized.
Subject Headings: Transient response | Alluvial channels | Hydraulics | Sediment transport | River and stream beds | Verification | Parameters (statistics) | Flumes
Services: Buy this book/Buy this article
Return to search