Estimate the sediment load from a river of rectangular cross section with the

following characteristics, using Ackers and White equations.

Width:

$B=10m$

Flow rate:

$B=10m$

Flow depth:

$Q=8\frac{m^3}{s}$

Slope:

$y=1\mathrm{.}2m$

Particle size:

$S=1\mathrm{.}5{10}^{-4}$

Density:

$d=1mm$

${}_s=2600k\frac{g}{m^3}$