Effect of Bedforms on Velocity Distribution in Alluvial Channels. | ||||
MEJ- Mansoura Engineering Journal | ||||
Article 1, Volume 31, Issue 4, December 2006, Page 1-9 PDF (1.15 MB) | ||||
Document Type: Research Studies | ||||
DOI: 10.21608/bfemu.2020.130046 | ||||
View on SCiNiTO | ||||
Authors | ||||
M. I. Attia* 1; Mohsen Mohamed Ezzeldin Ahmed2 | ||||
1Water and Water Structure Engineering Department., Faculty of Engineering., Zagazig University., Zagazig., Egypt | ||||
2Irrigation and Hydraulic Department., Faculty of Engineering., El-Mansoura University., Mansoura., Egypt | ||||
Abstract | ||||
Velocity distribution over pronounced rough surfaces shows a deviation from log- law for small values of y. In the case of duned bed, this distance may be 0.5 to 2 times the dune height. The concept of additional mixing length was used to obtain a log- law which shows deviation in velocity from log- law near the bed and constants appearing in the equation were evaluated using experimental data from flume studies. | ||||
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