Description Usage Arguments Value See Also
Calculates the normal depth for a given cross-section using the Manning's equation.
1 | normal_depth(xs, Q, S, init_WSL = NA, options)
|
xs |
cross-section of object class xsection |
Q |
flow value through cross-section (m3/s) |
S |
bed slope in cross-section, typically supplied as part of a boundary condition |
init_WSL |
initial water surface level provided to initialize calculation |
options |
object of class rcr_options with options and constants for hydraulic calculations |
WSL |
Water surface elevation |
bankfull_flow
to estimate the flow through the cross section using Manning's equation
flow_area
to calculate the flow area in cross-section for given segments
The Manning's n used in the calculation of the normal depth is calculated as a composite Manning's n, weighted using the wetted pereimeter of the left overbank, main channel, and right overbank.
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