contributor author | Cristiana Di Cristo | |
contributor author | Michele Iervolino | |
contributor author | Andrea Vacca | |
contributor author | Barbara Zanuttigh | |
date accessioned | 2017-05-08T21:50:41Z | |
date available | 2017-05-08T21:50:41Z | |
date copyright | January 2010 | |
date issued | 2010 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000163.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63969 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Influence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 1 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000139 | |
tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001 | |
contenttype | Fulltext | |