bedload_SJ | R Documentation |
Calculates the bedload transport capacity based on the formula by Smart and Jaeggi (1983). This formula is recommended for slopes between 0.005 and 0.2.
bedload_SJ(d30, dm, d90, J, Rs, um, B, t_crit = 0.05, rho_s = 2650,
s_value = 2.65)
d30 |
Grain size distribution parameter [m]. |
dm |
Median grain size [m]. |
d90 |
Grain size distribution parameter [m]. |
J |
Bottom slope [-]. |
Rs |
Hydraulic radius [m]. |
um |
Mean flow velocity [m/s]. |
B |
Bottom width [m]. |
t_crit |
Critical shear stress [-] (default: 0.05). |
rho_s |
Density of bedload material [kg/m3] (default: 2650). |
s_value |
Relative solid density [-] (default: 2.65). |
bedload_SJ returns the bedload transport rate [kg/s]
Smart, G. M., & Jäggi, M. N. R. (1983). Sediment transport in steilen Gerinnen. Mitteilungen der Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie der ETH Zürich, 64, Zürich.
d30 <- 0.05
dm <- 0.1
d90 <- 0.2
J <- 0.03
Rs <- 1
um <- 2
B <- 3
bedload_SJ(d30 = 0.05, dm = 0.10, d90 = 0.2, J = 0.03, Rs = 1, um = 2, B = 5)
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