Show simple item record

contributor authorMaurizio Rosso
contributor authorMarcello Schiara
contributor authorJean Berlamont
date accessioned2017-05-08T20:40:58Z
date available2017-05-08T20:40:58Z
date copyrightSeptember 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A9%281109%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23373
description abstractIt is well known that in steep channels, the flow becomes unstable when the Froude number exceeds some critical value. Instead of obtaining uniform flow, a short distance from the channel inlet, waves of various lengths, amplitudes, and phase velocities appear. These waves, traveling downstream and occasionally overtaking each other, are called roll waves. The value of the friction factor in open channels in unstable flow conditions is affected by the Froude number. Some formulas for the calculation of the friction factor in unstable flow conditions have been suggested by other authors. After these formulas are checked for smooth channels, the formulas for rough channels are compared with measurements. The critical Froude number, which is presented as a function of the Reynolds number, the channel roughness, the vertical velocity distribution coefficient, and the channel width, is an important parameter. A generalized formula is given to compute the friction factor both in smooth and rough channels in unstable supercritical flow conditions. The experiments carried out confirm the increase of the friction factor in unstable flow in rough channels.
publisherAmerican Society of Civil Engineers
titleFlow Stability and Friction Factor in Rough Channels
typeJournal Paper
journal volume116
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:9(1109)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record