Abstract (EN)
A theoretical relationship for calculating the sequent depth ratio of the hydraulic jump formed in rectangular horizontal and roughened bed channels has been offered. This has been achieved based on considering the effect of drag force due to bed roughness in the momentum equation of hydraulic jumps. Two dimensionless parameters, dimensionless drag effect and dimensionless roughness effect are developed in order to observe the effect of roughness height on the magnitude of drag. Also, the effect of dimensionless drag effect on drag coefficient during hydraulic jump is achieved for different roughness heights at the bottom of channel. Within this study, another important physical phenomena occurring during hydraulic jumps that is the roller length as well investigated. A new model is developed for estimating the roller length in rectangular channels in terms of conjugate depths and upstream flow velocity. The developed equation has been tested for different type of rectangular cross section roughened beds as well. Keywords: Hydraulic jump, roughened bed, rectangular channel, drag force, roller length.
Author
Dr. Daniel Foroughi
How to Cite
Daniel Foroughi (Master Thesis). Friction Effect on Hydraulic Jump, 2014, Eastern Mediterranean University, Department of Civil Engineering.
Keywords
License
Tüm Hakları Saklıdır
This work is shared under the specified license terms.
More theses from Eastern Mediterranean University
- An Investigation on Time and Cost Overrun in Construction Projects(2012)
- Radial Power-Law Position-dependent Mass, Cylindrical Coordinates, Spectral Signatures(2015)
- Predicting performance level of reinforced concrete structures subject to corrosion as a function of time(2012)
- Some Results on Laguerre Type and Mittag-Leffler Type Functions(2017)
- Discussion of Conservation Approaches for the Selected Heritage Buildings in the Walled City of Famagusta(2019)
- High School Students' Learning Styles in North Cyprus(2011)
