Weir Flow: Difference between revisions

Revision as of 01:20, 28 June 2023

This stepped weir is a run-of-river structure that acts as a low-head dam.

Weirs are used to control the flow of water at dams and are typically uncontrolled, meaning that there are no gates that control the flow over the weir (also see Spillway Control Structures). Weirs can either consist of the entire dam structure, such as in the case of run-of-river low-head dams (see example photo above), or are only placed on top of the dam and are the beginning of the spillway structure.

The Weir Equation

Weirs typically force lower specific energy subcritical flow approaching from upstream to pass through critical depth over the crest of the weir and results in higher specific energy supercritical flow downstream of the weir. The governing equation to calculate flow over the crest of a weir is the following: ^[1]

Q = C * L * H^1.5

Where Q equals flow in cubic feet per second, L equals crest length perpendicular to the flow path, H equals the elevation of the hydraulic grade line above the weir crest, and C equals a discharge coefficient specific to the type weir crest or shape.

Crest Shape, Weir Footprint Shape, and Discharge Coefficients

Crest shape is important as it affects the discharge coefficient used in the weir equation. Higher efficiency crest shapes, such as ogee shapes result in higher discharge coefficients, while lower efficiency shapes, such as broad-crested weirs result in lower discharge coefficients.

Weirs can have both linear and non-linear footprints such as bent or arch-shaped weirs or labyrinth weirs. In addition to the crest shape, these different footprint shapes can also have effects on the discharge coefficient of a weir. Therefore considerations for both of these factors is important when using data to calculate the discharge coefficient used in weir calculations.

Types of Weirs

Best Practices Resources

Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1990

Discharge Characteristics of Broad-Crested Weirs (GSC-397), USGS, 1967

Trainings

On-Demand Webinar: Dam Safety with 3D Weirs, ASDSO, 2016

On-Demand Webinar: Hydraulic Design of Labyrinth Weirs, ASDSO, 2013

Citations:

↑ Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1990

Revision ID: 6893
Revision Date: 06/28/2023

[EM_1110-2-1603-1] Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1990

[1]

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 <!-- Introductory paragraph or topic page summary -->
-[[Weirs]] are used to control the flow of water at dams and are typically uncontrolled, meaning that there are no gates that control the flow over the weir (see [[Spillway Control Structures]]. Weirs can either consist of the entire dam structure, such as in the case of run-of-river low-head dams (see example photo above), or are only placed on top of the dam and are the beginning of the spillway structure.
+[[Weirs]] are used to control the flow of water at dams and are typically uncontrolled, meaning that there are no gates that control the flow over the weir (also see [[Spillway Control Structures]]). Weirs can either consist of the entire dam structure, such as in the case of run-of-river low-head dams (see example photo above), or are only placed on top of the dam and are the beginning of the spillway structure.
 == The Weir Equation ==