Single universal dimensionless specific energy curves for trapezoidal and circular shaped open channels

Trapezoidal and circular channels are commonly employed as conveyances of open channel flow in irrigation canals, for storm and wastewater drainage and at times for transporting raw water. Open channel flow problems in such cross sections typically involve determination of alternate depths, critical depths and specific energy that require solving equations for which explicit solutions are difficult to obtain. This paper demonstrates the development of a solution for such problems through the use of single universal dimensionless specific energy-depth curves for each of the trapezoidal and circular shaped channels. The dimensionless curves are demonstrated to be simple to develop and use and can be adapted for wide range of user environments. Simulation of the graphical solution over broader range of flows and dimensionless depths of flow shows that the solution is reasonably accurate with percentage error of estimation of depth varying between 0 and 4 % with mean percentage error of 1.1 % for trapezoidal shaped channels and 1.2 % for circular shaped channels. Further application examples have been provided that show that the proposed graphical procedure can achieve results that are within close range of the precision of results obtained using numerical methods.

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Publication Details

Journal
Mathematical Models in Engineering
Published
2025-09-29
DOI
https://doi.org/10.21595/mme.2025.24850
Primary Topic
Hydraulic flow and structures
Type
article
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article

Single universal dimensionless specific energy curves for trapezoidal and circular shaped open channels

Ababu Teklemariam Tiruneh
Mathematical Models in Engineering
Hydraulic flow and structures
article

Single universal dimensionless specific energy curves for trapezoidal and circular shaped open channels

Ababu Teklemariam Tiruneh
article en

Abstract

Trapezoidal and circular channels are commonly employed as conveyances of open channel flow in irrigation canals, for storm and wastewater drainage and at times for transporting raw water. Open channel flow problems in such cross sections typically involve determination of alternate depths, critical depths and specific energy that require solving equations for which explicit solutions are difficult to obtain. This paper demonstrates the development of a solution for such problems through the use of single universal dimensionless specific energy-depth curves for each of the trapezoidal and circular shaped channels. The dimensionless curves are demonstrated to be simple to develop and use and can be adapted for wide range of user environments. Simulation of the graphical solution over broader range of flows and dimensionless depths of flow shows that the solution is reasonably accurate with percentage error of estimation of depth varying between 0 and 4 % with mean percentage error of 1.1 % for trapezoidal shaped channels and 1.2 % for circular shaped channels. Further application examples have been provided that show that the proposed graphical procedure can achieve results that are within close range of the precision of results obtained using numerical methods.

Mathematical Models in EngineeringVol. 11(3)
University of Eswatini (SZ)
Openalex Percentile: Top 72%
Hydraulic flow and structures
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Single universal dimensionless specific energy curves for trapezoidal and circular shaped open channels — Ababu Teklemariam Tiruneh · Mathematical Models in Engineering (2025) | TGRS Research Map | TGRS