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Shallow Depth Settling

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Sedimentation Process and Design of Settling Systems

Abstract

With an introductory presentation of the salient literature review on ‘shallow-depth sedimentation’, this chapter presents complete theory of ‘high-rate settling system’ without the application of ‘Velocity Profile Theorem’.

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References

  • Allen H (1904) On sedimentation. Trans Am Soc Civil Eng 53:63

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  • Barham WE et al (1956) Clarification, sedimentation and thickening equipment, patent review bulletin No 54, Published by Engineering Experiment Station, Lusiana State University, Baton Rouge La

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Notations

Notations

x,y :

Two-dimensional coordinates

x,y,α :

Three-dimensional coordinates

X :

Coordinate axis in the direction of flow

Y :

Coordinate axis in direction normal to the direction of flow;

also \( X=\frac{x}{d},Y=\frac{y}{d} \)

L,1 :

Length of the tube; also \( L=\frac{l}{d} \)

R :

Radius of the tube cross section

θ :

Inclination of the tube with horizontal

Q :

Rate of flow

\( {v}_0 \) :

Average velocity through the tube cross section

\( {v}_s \) :

Settling velocity of the particle

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De, A. (2017). Shallow Depth Settling. In: Sedimentation Process and Design of Settling Systems. Springer Transactions in Civil and Environmental Engineering. Springer, New Delhi. https://doi.org/10.1007/978-81-322-3634-4_14

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  • DOI: https://doi.org/10.1007/978-81-322-3634-4_14

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  • Publisher Name: Springer, New Delhi

  • Print ISBN: 978-81-322-3632-0

  • Online ISBN: 978-81-322-3634-4

  • eBook Packages: EngineeringEngineering (R0)

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