View source: R/calc_velocity.R
calc_velocity | R Documentation |
Uses the relationship U=k*Q^m
(parameter names and definitions as in
Leopold and Maddock, 1953; default values for k and m as in Raymond et al.
2012)
calc_velocity(Q, k = u(0.194, "m s^-1"), m = u(0.285, ""))
Q |
discharge (m^3 s^-1) |
k |
coefficient representing velocity at unit discharge (usually m/s; e in Raymond et al.) |
m |
exponent in velocity-discharge relation (unitless; f in Raymond et al.) |
v (= V = U), stream flow velcoity, in the same units as k
Raymond, Peter A., Christopher J. Zappa, David Butman, Thomas L. Bott, Jody Potter, Patrick Mulholland, Andrew E. Laursen, William H. McDowell, and Denis Newbold. Scaling the gas transfer velocity and hydraulic geometry in streams and small rivers. Limnology & Oceanography: Fluids & Environments 2 (2012): 41-53.
Leopold, L.B., and Thomas Maddock Jr. The Hydraulic Geometry of Stream Channels and Some Physiographic Implications. Report. Professional Paper, 1953. USGS Publications Warehouse. https://pubs.er.usgs.gov/publication/pp252.
Qs <- seq(1,9,2)
calc_velocity(Q=Qs)
calc_velocity(Q=Qs, k=0.4)
library(unitted)
calc_velocity(Q=u(Qs, "m^3 s^-1"), m=u(40))
calc_velocity(Q=u(Qs, "m^3 s^-1"), k=u(0.36, "m s^-1"))
Add the following code to your website.
For more information on customizing the embed code, read Embedding Snippets.