flow_weir: Flow Over Weir Crest
In hydReng: Hydraulic Engineering Tools
flow_weir R Documentation
Flow Over Weir Crest
Description
Calculates the flow over a weir crest based on upstream
water level.
Usage
flow_weir(B, h, w = Inf, mu = 0.73)
Arguments
B
Width of the weir [m].
h
Height difference between the upstream water level and the
weir crest [m].
w
Height of the weir crest (upstream) [m]. If w = Inf, the
upstream velocity is considered 0.
mu
Discharge coefficient [-]. Default is 0.73.
Value
A list with the following components:
- Q
Flow over the weir [m3/s].
- v
Flow velocity [m/s].
Examples
flow_weir(B = 3, h = 1.2)
flow_weir(B = 3, h = 1.2, w = 1)
hydReng documentation built on April 4, 2025, 1:57 a.m.
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| flow_weir | R Documentation |
Flow Over Weir Crest
Description
Calculates the flow over a weir crest based on upstream water level.
Usage
flow_weir(B, h, w = Inf, mu = 0.73)
Arguments
B |
Width of the weir [m]. |
h |
Height difference between the upstream water level and the weir crest [m]. |
w |
Height of the weir crest (upstream) [m]. If w = Inf, the upstream velocity is considered 0. |
mu |
Discharge coefficient [-]. Default is 0.73. |
Value
A list with the following components:
- Q
Flow over the weir [m3/s].
- v
Flow velocity [m/s].
Examples
flow_weir(B = 3, h = 1.2)
flow_weir(B = 3, h = 1.2, w = 1)
R Package Documentation
Browse R Packages
We want your feedback!
Note that we can't provide technical support on individual packages. You should contact the package authors for that.
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