The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deduced stage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental data it is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-discharge formulae. Also, the proposed stage-discharge formula is applicable for all types of the weirs, i.e., long-crested, broad-crested, short-crested, and sharp-crested ones
Bjankhan, M., Di Stefano, C., Ferro, V., Kouchazadeh, S. (2014). New-stage discharge relationship for weirs of finite crest lenght. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 140(140(3)), 1-8 [10.1061/(ASCE)IR.1943-4774.0000670].
New-stage discharge relationship for weirs of finite crest lenght
DI STEFANO, Costanza;FERRO, Vito;
2014-01-01
Abstract
The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deduced stage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental data it is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-discharge formulae. Also, the proposed stage-discharge formula is applicable for all types of the weirs, i.e., long-crested, broad-crested, short-crested, and sharp-crested onesFile | Dimensione | Formato | |
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