Controlled Ski-jump Spillway Model Design According to IS code
V. S. Chavhan1, G. A. Hinge2
1V S Chavhan*, Assistant professor in the Department of Civil Engineering, AISSMS College of Engineering, Savitribai Phule Pune University, Pune, Maharashtra, India.
2Dr. G A Hinge, Professor and Principal, BSCOE and research, Narhe, Savitribai Phule Pune University, Pune, Maharashtra, India.
Manuscript received on January 26, 2020. | Revised Manuscript received on February 05, 2020. | Manuscript published on February 30, 2020. | PP: 3107-3110 | Volume-9 Issue-3, February 2020. | Retrieval Number: C6109029320/2020©BEIESP | DOI: 10.35940/ijeat.C6109.029320
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Ogee spillways are used to monitor reservoir releases. Ogee spillway is a weir with an ogee (S-shaped) overflow profile. A curve solid surface provided at the toe of the spillway is known as a ski-jump bucket. Ski-jump bucket type energy dissipator is considered more suitable when tail water depth is much lower than the sequent depth of a hydraulic jump. In the ski-jump bucket, the flow coming down the spillway is thrown away in air from the toe to a considerable distance as a free discharging upturned jet (trajectory), which falls on the channel bed downstream. In the ski-jump bucket, only part of the energy is dissipated through interaction of the jet with the surrounding air. The remaining energy is accorded to the channel bed below. This paper describes the design of a Controlled ski -jump spillway model with guidelines in accordance with the IS Code.
Keywords: Ogee spillway, Ski-jump bucket, Radial gate, Physical model, Trajectory, IS code