Input data

Incoming flow

Water temperature

Number of modules

Module length (a)

Module width (b)

Distance between modules (d)

Shape factor (Sc)

Angle

Output data

Critical sedimentation velocity

Water velocity

L1

L2

Description

Given the water temperature, the flow to be treated, the dimentions and the distance between the modules, the angle between them and the horizontal and the Sc corresponding coefficient, calculates the water velocity between the modules and the critical sedimentation velocity of the flocs to be removed.

References

YAO, K. M. (1970). Theoretical study of high-rate sedimentation. Journal WPCF, v.42, n.2, p.218-28, Feb.

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