Direct Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels
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Date
Journal Title
Journal ISSN
Volume Title
Publisher
Asce-Amer Soc Civil Engineers
Access Rights
info:eu-repo/semantics/closedAccess
Abstract
The end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end depth discharge (EDD) relationships based on the equations of momentum and energy for inverted semicircular channel cross sections. Direct solutions of Q from a known end depth are provided. Available experimental data and previous studies were used to verify the proposed relationships for both approaches. (C) 2017 American Society of Civil Engineers.
Description
Keywords
Brink, End depth, Flow measurement, Free overfall, Inverted semicircular channel, Supercritical flow regime
Journal or Series
Journal of Irrigation and Drainage Engineering
WoS Q Value
Scopus Q Value
Volume
143
Issue
9










