Weir: Problem Solving
Rapidly Varying Flow
Weir
Design Example: Design of an Irrigation Channel
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Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
Published on: April 25, 2025
Kieran B J Dunne1,2, Douglas J Jerolmack2,3
1Department of Earth, Environmental, and Planetary Sciences, Rice University, Houston, TX 77005, USA. dengjiamin@gmail.com.
River width is determined by the stress needed to move the strongest bank material. Changes in bank strength control river shape and width, extending threshold channel theory for broader applications.
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