n_cowan1956 | R Documentation |
n_cowan1956
calculate Manning's n using the Cowan Method (1956) for
estimating total channel roughness
n_cowan1956( material, irregularity, cross, obstructions, vegetation, meandering, restrict = TRUE )
material |
channel material (e.g. earth, rock cut, fine gravel, coarse Gravel) |
irregularity |
degree of bed irregularity (e.g. smooth, minor, moderate, severe) |
cross |
variations of channel cross section (e.g. gradual, alternating occasionally, alternating frequently) |
obstructions |
relative effect of obstructions (e.g. negligible, minor, appreciable, severe) |
vegetation |
vegetation (e.g. low, medium, high, very high) |
meandering |
degree of meandering (e.g. minor, appreciable, severe) |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Cowan, W. L. 1956. Estimating Hydraulic Roughness Coefficients. Agricultural Engineering. ASAE, August, 1956. Phillips, J. V., and S. Tadayon. 2007. Selection of Manning’s Roughness Coefficient for Natural and Constructed Vegetated and Non-Vegetated Channels, and Vegetation Maintenance Plan Guidelines for Vegetated Channels in Central Arizona. Scientific Investigations Report 2006–5108. USGS, Reston, Virginia.
# Result: Manning's n of 0.028 material <- 'Earth' irregularity <- 'Smooth' cross <- 'Gradual' obstructions <- 'Negligible' vegetation <- 'Low' meandering <- 'Minor' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.075 material <- 'Rock Cut' irregularity <- 'Minor' cross <- 'Alternating occasionally' obstructions <- 'Minor' vegetation <- 'Medium' meandering <- 'Appreciable' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.142 material <- 'Fine Gravel' irregularity <- 'Moderate' cross <- 'Alternating frequently' obstructions <- 'Appreciable' vegetation <- 'High' meandering <- 'Severe' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering)
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