Applying Hypothesis of Self-Similarity for Flow-Resistance Law in Calabrian Gravel-Bed Rivers-Reference-Cited by-同舟云学术

Applying Hypothesis of Self-Similarity for Flow-Resistance Law in Calabrian Gravel-Bed Rivers

Published:2018-02 Issue:2 Volume:144 Page:04017061
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ferro Vito¹,Porto Paolo²

Affiliation:

1. Full Professor, Dept. of Earth and Marine Science, Univ. of Palermo, 90133 Palermo, Italy.

2. Associate Professor, Dept. of Agraria, Università degli Studi Mediterranea di Reggio Calabria, 89122 Reggio Calabria, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001385

Reference49 articles.

1. The influence of roughness geometry and Shields parameter on flow resistance in gravel-bed channels

3. On the scaling laws (incomplete self-similarity with respect to Reynolds numbers) for the developed turbulent flows in tubes;Barenblatt G. I.;C. R. Acad. Sci., Ser. II,1991

4. Scaling laws for fully developed turbulent shear flows. Part 1. Basic hypotheses and analysis

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