A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tractive-force distribution in open channels
Tractive-force distribution in open channels is derived with aid of simplifying assumptions that reduce turbulent flow problem to computer solution of laminar flow equations; boundary drag and other effects, caused by restraint of turbulent fluctuations at wall and free surface, are considered to originate two superimposed laminar velocity distributions on same flow; two laminar flow cases are solved; usual laminar open channel case, and closed channel, or pipe, having same cross sectional shape as open channel; two solutions are superimposed to obtain final velocity distribution from which tractive-force distribution is derived. (J Hydraulics Div)
Tractive-force distribution in open channels
Tractive-force distribution in open channels is derived with aid of simplifying assumptions that reduce turbulent flow problem to computer solution of laminar flow equations; boundary drag and other effects, caused by restraint of turbulent fluctuations at wall and free surface, are considered to originate two superimposed laminar velocity distributions on same flow; two laminar flow cases are solved; usual laminar open channel case, and closed channel, or pipe, having same cross sectional shape as open channel; two solutions are superimposed to obtain final velocity distribution from which tractive-force distribution is derived. (J Hydraulics Div)
Tractive-force distribution in open channels
ASCE -- Proc
Replogle, J.A. (author) / Chow, V.T. (author)
1966
23 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Tractive-Force Distribution in Open Channels
| ASCE | 2021
Distribution of Tractive Force in Open Channels
| ASCE | 2021