flowvelocity: Calculates flow velocity

Description Usage Arguments Details Value Examples

Description

flowvelocity applies Manning's equation to calculate flow velocity across all cells of a digital elevation model. It is used to calculate which cells contribute to peak flow.

Usage

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flowvelocity(dem, nr = 0.025, wf = 1e-04,
  minslope = atan(0.005/mean(res(dem))))

Arguments

dem

a raster object of elevations

nr

an optional single numeric value, or a raster object, two-dimensional array or matrix of Manning's roughness coefficients (see details)

wf

n optional single numeric value, or a raster object, two-dimensional array or matrix of mean water volumes (see details)

minslope

an optional positive value specifying the minimum slope allowed (see details).

Details

If wf is a single value it should approximate the mean proportion of land wetted. If wf is an array, matrix or raster object, then values should approximate the mean proportion of land wetted seperately for each basin, but should not be variable within basins. If slope is zero, infinite topographic wetness index values are returned. Thus, flat areas are assigned a value specifed by minslope. The default value, given by atan(0.005 / mean(res(dem))), assumes that height differences between adjacent cells exceed 0.005. Accumulated flow is multiplied by the cell dimensions, thusdem should have an equal area projection. Values of nr fora variaty of substrate types can be found here: http://www.fsl.orst.edu/geowater/FX3/help/8_Hydraulic_Reference/Mannings_n_Tables.htm.

Value

a raster object of flow velocities (m / s)

Examples

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plot(flowvelocity(dtm100m), main = "Flow velocity")

ilyamaclean/ecohydrotools documentation built on June 10, 2019, 5:45 a.m.