Abstract
In the following, settling system has been designed following a procedure to actualise in the system the process of appropriate testing on which the system operation depends.
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References
Acharya TK (1990) Dependence of solids removal through a settling tank on overflow velocity and weir flow velocity. MCE thesis. Jadavpur University, Kolkata, India
Fair GM, Geyer JC, Okun DA. Water and waste water engineering, vol 2. Wiley, New York/London/Sydney
Rich LG. Unit operations of sanitary engineeing. Wiley, New York/London
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Notations
Notations
- t :
-
Flash mixing time
- FMS :
-
Flash mixing speed
- T :
-
Slow mixing time
- SMS :
-
Slow mixing speed
- d :
-
Depth of water in the Jar
- T :
-
Retention time in the tank
- Q :
-
Flow rate
- G :
-
Mean temporal velocity gradient
- D :
-
Depth of the tank
- d :
-
Diameter of the tank
- L :
-
Length of the weir
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De, A. (2017). Compatible Design of a Real Settling System. 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_13
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DOI: https://doi.org/10.1007/978-81-322-3634-4_13
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Publisher Name: Springer, New Delhi
Print ISBN: 978-81-322-3632-0
Online ISBN: 978-81-322-3634-4
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