| contributor author | B. M. Crookston | |
| contributor author | B. P. Tullis | |
| date accessioned | 2017-05-08T21:53:23Z | |
| date available | 2017-05-08T21:53:23Z | |
| date copyright | May 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000586.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65472 | |
| description abstract | A method is presented for the hydraulic design and analysis of labyrinth weirs 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 to 35°. 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 companion paper examines nappe behaviors that affect flow performance and presents hydraulic design considerations specific to nappe characteristics. | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 5 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000558 | |
| tree | Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 005 | |
| contenttype | Fulltext | |