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
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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
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Online ISBN: 978-81-322-3634-4
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