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contributor authorBrian Mark Crookston
contributor authorL. Kade Flake
contributor authorStefan Felder
date accessioned2024-12-24T10:29:13Z
date available2024-12-24T10:29:13Z
date copyright9/1/2024 12:00:00 AM
date issued2024
identifier otherJHEND8.HYENG-13881.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299011
description abstractIn recent years, the rehabilitation of spillways and design of new dam constructions have considered the combination of a stepped chute with a labyrinth weir crest, highlighting the need for hydraulic information for this specific spillway type. To address currently missing design guidance, a novel study was conducted on a 10.7° round-crested labyrinth weir with a 3H:1V sloped chute with multiple step heights. The results include guidance for estimating flow depths along the chute and selecting a chute wall height; the role of the labyrinth weir on aeration, streamwise and transverse flow uniformity, and general flow patterns; and energy dissipation by the labyrinth crest and by individual steps. It was found that stepped chutes with a labyrinth crest are aerated from the impact of the nappes in the labyrinth outlet cycles, which continued to the chute entrance where the maximum air concentrations and flow depths occurred. The labyrinth crest also generates nonuniform flow patterns and air-water flow properties that have a significant effect on energy dissipation as the nonuniformity and potential drag reduction (due to the stronger aeration) results in less energy dissipated compared with published literature of stepped spillways with linear crests. The present findings provide first guidance for practitioners to combine labyrinth weirs with stepped chutes.
publisherAmerican Society of Civil Engineers
titleFlow Nonuniformity and Energy Dissipation in Moderate-Sloped Stepped Chutes with a Labyrinth Crest
typeJournal Article
journal volume150
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13881
journal fristpage04024024-1
journal lastpage04024024-14
page14
treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 005
contenttypeFulltext


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