Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel

Specific energy and momentum are two fundamental quantities to investigate associated water depths, i.e., subcritical and supercritical, for open channel flow passing through wide rectangular channels. Historically, alternative or sequent depths were often used because there were no analytical solutions for flow depths with clear mathematical steps. In this study, we provide primarily detailed derivation procedures of the analytic solutions for the two water depths in specific momentum and energy equations without using symbolic software. More importantly, we found reciprocal relationships between the water depths of the specific energy and momentum and generalized specific energy and momentum equations for the quasi-rectangular channel geometries with varying depths.

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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2024-12-04
DOI
https://doi.org/10.1061/jhend8.hyeng-13768
Primary Topic
Hydraulic flow and structures
Type
article
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article

Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel

Albert S. Kim, Isaiah Acorda
Journal of Hydraulic Engineering
Hydraulic flow and structures
article

Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel

Albert S. Kim, Isaiah Acorda
article en

Abstract

Specific energy and momentum are two fundamental quantities to investigate associated water depths, i.e., subcritical and supercritical, for open channel flow passing through wide rectangular channels. Historically, alternative or sequent depths were often used because there were no analytical solutions for flow depths with clear mathematical steps. In this study, we provide primarily detailed derivation procedures of the analytic solutions for the two water depths in specific momentum and energy equations without using symbolic software. More importantly, we found reciprocal relationships between the water depths of the specific energy and momentum and generalized specific energy and momentum equations for the quasi-rectangular channel geometries with varying depths.

Journal of Hydraulic EngineeringVol. 151(2)
University of Hawaiʻi at Mānoa (US)
Affordable and clean energy
Openalex Percentile: Top 75%
Hydraulic flow and structures
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