Effect of intake pipe blockage on the critical submergence for lateral dual intakes

Abstract

This paper presents an experimental study focusing on the effect of intake pipe blockage on the critical submergence of lateral dual square intakes under perpendicular uniform approach flow. The pipe blockage is implemented by various intake protrusions into the approach flow, with one of the intakes always kept flush with the channel sidewall. An increase in protrusion of downstream intake alone causes a significant decrease in critical submergence, and an increased protrusion of upstream intake alone causes higher critical submergence when both intakes operate under identical conditions. At higher protrusions of twice the intake size, the mutual influence between the intakes was negligible with multiple vortex formations at both intakes in dual configuration. Based on the results, an empirical equation is proposed for the computation of critical submergence for lateral dual protruded intakes and was found to be in good agreement with the experimental results, which will be useful in the design for fixing the invert level of dual intakes under approach flow condition. The flow blockage due to protrusion can be adopted effectively to reduce the critical submergence for multiple intake structures.

Keywords:

• Critical submergence
• dual intakes
• open channel flow
• pipe blockage
• surface vortex formation

Acknowledgements

The authors are thankful to the staff of Hydraulics Laboratory, Department of Civil Engineering, IIT Bombay for their support during the experiments. The authors express their gratitude to the Editor, Associate Editor and reviewers for their critical comments, which improved the manuscript significantly.

Disclosure statement

No potential conflict of interest was reported by the author(s).

Supplemental data

Supplemental data for this article can be accessed https://doi.org/10.1080/00221686.2023.223276310.1080/00221686.2023.2232763.