Hydro-transport (Sand-water mixture flow through Horizontal pipe)

$D=26.8\text{mm}$

$d_{50}=1.4\times {10}^{-3}\text{m}$

${\rho }_p=2650\text{kg}/{\text{m}}^{\text{3}}$

${\nu }_f=1.004\times {10}^{-6}{\text{m}}^2/\text{s}$

${\rho }_f=\left[22.533.54\right]$

${\rho }_f=1000\text{kg}/{\text{m}}^{\text{3}}$

$C_v=\left[0.050.10.250.3\right]$

$e=1.5\times {10}^{-6}$

$V_t=0.2275\text{m}/\text{s}$

$C_d=0.5836$