# Calculate shear stress at bank bottom
shear_str(h0 = 3.31, J = 0.0022)$tau
# Calculate shear stress at bank middle
shear_str(h0 = 3.31, J = 0.0022, h = 1.6)$tau
# Calculate dimensionless shear stress
shear_str(h0 = 3.31, J = 0.0022, dm = 100)$tau_st
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