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 . Cycle efficiency is also introduced as a design aid, which compares the hydraulic performance of different cycle geometries. Geometric parameters that affect flow performance are discussed. The predictive accuracy of the design method is evaluated through comparisons to previously published labyrinth weir head-discharge data. The accompanying paper examines nappe behaviors that affect flow performance and presents hydraulic design considerations specific to nappe characteristics.