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contributor authorCristiana Di Cristo
contributor authorMichele Iervolino
contributor authorAndrea Vacca
contributor authorBarbara Zanuttigh
date accessioned2017-05-08T21:50:41Z
date available2017-05-08T21:50:41Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%29hy%2E1943-7900%2E0000163.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63969
description abstractThe paper investigates the influence of the resistance coefficient variability onto the spatial development of roll-waves. Two models, based on time-asymptotic solutions of the linearized St. Venant equations, subject to either impulsive or oscillating perturbation, have been modified by including the dependence of the resistance coefficient on flow conditions, wall roughness, and fluid viscosity. Independently of the perturbation type, it has been shown that the hypothesis of constant resistance coefficient leads to underestimate the disturbance spatial growth. Theoretical predictions are finally compared with results of a fully nonlinear model and with literature experimental data for several combinations of Froude and Reynolds numbers and relative roughness values. The representation of variability of the resistance coefficient fundamentally improves the performance of minimum channel length criteria, whereas its neglect may lead to noncautious channel design.
publisherAmerican Society of Civil Engineers
titleInfluence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution
typeJournal Paper
journal volume136
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000139
treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
contenttypeFulltext


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