New stage-discharge relationship for cylindrical and semi-cylindrical edged sluice gates

Vito Ferro, Beheshti, Ziaei, Nikou, Nourolahi

Research output: Contribution to journalArticle

Abstract

Gates are simple hydraulic structures which have been widely used for flow control and measurement in irrigation networks. In this paper new sluice gates with cylindrical and semi-cylindrical edges were introduced and the flow movement below these types of gates was experimentally investigated for both free- and submerged-flow conditions. The Buckingham theorem of dimensional analysis and the self-similarity theory were applied for developing the stage-discharge relationships for the two investigated flow conditions. For these cylindrical and semi-cylindrical edged gates and a free-flow condition, the proposed stage-discharge relationship was characterized by an estimate error less than or equal to 5% for 96.0% and 93.7% of the calculated values, respectively. Finally, an equation for calculating the maximum tail water depth allowing free flow condition was proposed.
Original languageEnglish
Pages (from-to)101639-
Number of pages7
JournalFlow Measurement and Instrumentation
Volume70
Publication statusPublished - 2019

All Science Journal Classification (ASJC) codes

  • Modelling and Simulation
  • Instrumentation
  • Computer Science Applications
  • Electrical and Electronic Engineering

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