In this example, floc removal is performed in a horizontal flow sedimentation tank. The sedimentation tank is divided into three lanes. The tank has the following characteristics:
- Length = 200 m
- Width = 20 m per lane
- Height = 1.5 m
The total capacity is 6000 m³/h. Kinematic viscosity is assumed to be 1.31 *10-6 m²/s. Calculate the surface loading and the Reynolds number:
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n this example, floc removal is performed in a horizontal flow sedimentation tank. The sedimentation tank is divided into three lanes. The tank has the following characteristics:
- Length = 200 m
- Width = 20 m per lane
- Height = 1.5 m
The total capacity is 6000 m³/h. Kinematic viscosity is assumed to be 1.31 *10-6 m²/s. Calculate the surface loading and the Reynolds num
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