Utjecaj hrapavosti na spregnutu dubinu kod vodnih skokova na neravnoj podlozi
Effect of roughness on sequent depth in hydraulic jumps over rough bed
Auteur(s): |
Arpan Arunrao Deshmukh
Naveen Sudharsan Avinash D Vasudeo Aniruddha Dattatraya Ghare |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Građevinar, mars 2019, n. 2, v. 71 |
Page(s): | 105-111 |
DOI: | 10.14256/jce.2017.2017 |
Abstrait: |
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: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
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10522661 - Publié(e) le:
09.12.2020 - Modifié(e) le:
02.06.2021