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contributor authorM. Kramer
contributor authorS. Felder
contributor authorB. Hohermuth
contributor authorD. Valero
date accessioned2022-02-01T21:57:40Z
date available2022-02-01T21:57:40Z
date issued11/1/2021
identifier other%28ASCE%29HY.1943-7900.0001925.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272369
description abstractWall shear stress modification in self-aerated flows has been observed in boundary layer–type flows mainly in the form of drag reduction. Due to its complexity, drag reduction has predominantly been studied using experimental techniques and empirical analyses, whereas the development of conceptual approaches is limited. In this study, two-phase open-channel flow equations with variable density are revisited and bottom air concentration is identified as a key parameter for drag reduction in air-water flows. The application of this new theory to smooth and stepped chute flows is introduced, and implications for the determination of friction factors are discussed. A modified version of the Manning-Strickler formula is proposed to model friction factors across a wide range of roughness and bottom air concentration levels.
publisherASCE
titleDrag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration
typeJournal Paper
journal volume147
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001925
journal fristpage04021041-1
journal lastpage04021041-11
page11
treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 011
contenttypeFulltext


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