Abstract
The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similaritytheory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deducedstage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental datait is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-dischargeformulae. 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
Lingua originale | English |
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pagine (da-a) | 1-8 |
Numero di pagine | 8 |
Rivista | JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING |
Volume | 140 |
Stato di pubblicazione | Published - 2014 |
All Science Journal Classification (ASJC) codes
- ???subjectarea.asjc.2200.2205???
- ???subjectarea.asjc.2300.2312???
- ???subjectarea.asjc.1100.1101???