Hydraulic Design and Analysis of Labyrinth Weirs. Part 1: Discharge Relationships

A method for the hydraulic design and analyses of labyrinth weirs is presented based upon the experimental results of physical modeling. Discharge coefficient data for labyrinth weirs with quarter-round and half-round crest shapes are presented for sidewall angles ranging from 6 degree to 35 degree...

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Veröffentlicht in:Journal of irrigation and drainage engineering 2012-10
Hauptverfasser: Crookston, B M, Tullis, B P
Format: Artikel
Sprache:eng
Online-Zugang:Volltext
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