Građevinar, Vol. 71 No. 02., 2019.
Prethodno priopćenje
https://doi.org/10.14256/JCE.2017.2017
Effect of roughness on sequent depth in hydraulic jumps over rough bed
Arpan Arunrao Deshmukh
; Visvesvaraya National Institute of Technology
Naveen Sudharsan
; Visvesvaraya National Institute of Technology
Avinash D. Vasudeo
; Visvesvaraya National Institute of Technology
Aniruddha Dattatraya Ghare
; Visvesvaraya National Institute of Technology
Sažetak
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.
Ključne riječi
hydraulic jump; sequent depth; rough bed; height of roughness
Hrčak ID:
217891
URI
Datum izdavanja:
13.3.2019.
Posjeta: 1.486 *