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http://117.252.14.250:8080/jspui/handle/123456789/5256| Title: | 213-Comparison of Bed Load Formulae in Hydraulic Geometry Using Similarity Principle. |
| Authors: | Yilmaz, L. |
| Keywords: | Erosion Sedimentation Hydraulic Geometry |
| Issue Date: | 2009 |
| Publisher: | Allied Publishers Pvt. Limited, New Delhi |
| Abstract: | Employing the similarity principle, this paper derives the bed load formulae. The formulae include relations for stream width, meander wave length, and bed slope, which are related to friction factor, bed load discharge, bed load diameter, and the water depth. On comparison using the data on the hydraulic geometry of several alluvial laboratory streams, the derived formulae are found to match well with those by Einstein (1950), Shields (1936), and Meyer-Peter and Muller model (1948). |
| URI: | http://117.252.14.250:8080/jspui/handle/123456789/5256 |
| Appears in Collections: | Proceedings of the International Conference on Water, Environment, Energy and Society (WEES-2009), 12-16 January 2009 at New Delhi, Vol.-4 |
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| File | Description | Size | Format | |
|---|---|---|---|---|
| 213-Comparison of Bed Load Formulae in Hydraulic Geometry Using Similarity Principle..pdf | 1.7 MB | Adobe PDF | View/Open |
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