Utjecaj hrapavosti na spregnutu dubinu kod vodnih skokova na neravnoj podlozi
Effect of roughness on sequent depth in hydraulic jumps over rough bed
Author(s): |
Arpan Arunrao Deshmukh
Naveen Sudharsan Avinash D Vasudeo Aniruddha Dattatraya Ghare |
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Medium: | journal article |
Language(s): | English |
Published in: | Građevinar, March 2019, n. 2, v. 71 |
Page(s): | 105-111 |
DOI: | 10.14256/jce.2017.2017 |
Abstract: |
Hydraulic jump is an important phenomenon in open channel flows such as rivers and spillways. Hydraulic jump is mainly used for kinetic energy dissipation at the downstream side of a spillway with the assist of baffle blocks. It has been demonstrated that corrugated or rough beds show considerably more energy dissipation than smooth beds. The experimental research evaluating the effect of crushed stones on the hydraulic jump is presented in this paper. Five different-size sets of crushed stones were used. Results show that the effect of rough bed does not increase after a certain height of crushed stone is reached. |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10522661 - Published on:
09/12/2020 - Last updated on:
02/06/2021