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    Self-Aeration and Flow Resistance in High-Velocity Flows Down Spillways with Microrough Inverts

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006::page 04023011-1
    Author:
    S. Felder
    ,
    A. Severi
    ,
    M. Kramer
    DOI: 10.1061/JHEND8.HYENG-13230
    Publisher: American Society of Civil Engineers
    Abstract: Free-surface aeration is a key characteristic of high-velocity flows on spillways. Despite their common use as conveyance structures, there is a research gap in the understanding of flows across spillways with small invert roughness. To address this gap, this study investigated flows down a moderate sloped spillway with four different microrough invert configurations, providing novel information on flow patterns, flow properties, and flow resistance. Visual observations identified distinctive differences between free-surface roughness and air entrainment, where the former increased with invert roughness and occurred consistently upstream of the intersection of the turbulent boundary layer with the free-surface. The evolution of velocities, air concentrations, and interface frequencies along the chutes was documented. All velocity distributions were well represented by a log law with wake function and uniform free-surface layer. A semianalytical model was able to predict air concentration and interface frequency distributions for all experiments with a characteristic length that was linked closely to the mean air concentration. Analysis of the flow resistance provided previously missing design data and suggested that researchers need to be cautious when reporting microrough invert conditions in order to avoid overestimating their flow resistance. A comparative analysis of the air–water flow properties for the three microroughness configurations showed that the air concentration distributions were well scaled with a Froude similitude, and that the number of free-surface perturbations and entrained bubbles was affected by scale effects.
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      Self-Aeration and Flow Resistance in High-Velocity Flows Down Spillways with Microrough Inverts

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    contributor authorS. Felder
    contributor authorA. Severi
    contributor authorM. Kramer
    date accessioned2023-08-16T19:06:12Z
    date available2023-08-16T19:06:12Z
    date issued2023/06/01
    identifier otherJHEND8.HYENG-13230.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292755
    description abstractFree-surface aeration is a key characteristic of high-velocity flows on spillways. Despite their common use as conveyance structures, there is a research gap in the understanding of flows across spillways with small invert roughness. To address this gap, this study investigated flows down a moderate sloped spillway with four different microrough invert configurations, providing novel information on flow patterns, flow properties, and flow resistance. Visual observations identified distinctive differences between free-surface roughness and air entrainment, where the former increased with invert roughness and occurred consistently upstream of the intersection of the turbulent boundary layer with the free-surface. The evolution of velocities, air concentrations, and interface frequencies along the chutes was documented. All velocity distributions were well represented by a log law with wake function and uniform free-surface layer. A semianalytical model was able to predict air concentration and interface frequency distributions for all experiments with a characteristic length that was linked closely to the mean air concentration. Analysis of the flow resistance provided previously missing design data and suggested that researchers need to be cautious when reporting microrough invert conditions in order to avoid overestimating their flow resistance. A comparative analysis of the air–water flow properties for the three microroughness configurations showed that the air concentration distributions were well scaled with a Froude similitude, and that the number of free-surface perturbations and entrained bubbles was affected by scale effects.
    publisherAmerican Society of Civil Engineers
    titleSelf-Aeration and Flow Resistance in High-Velocity Flows Down Spillways with Microrough Inverts
    typeJournal Article
    journal volume149
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13230
    journal fristpage04023011-1
    journal lastpage04023011-16
    page16
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006
    contenttypeFulltext
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