Civil Engineering Reference
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d) Schematic of radial flow
pattern in baffled tank
e) Schematic of axial flow
pattern in baffled tank
Fig. 10-13.
( Continued ).
2.933 10
5
1.76 10
5
( G *)
2.8
to
30
30
9780 to 5870
G* 26.6 to 22.1 sec
1
Check G* -values for a detention time of T 20 minutes. The corresponding range
of G* values is 30.7 to 25.6 sec 1 .
Use an optimal G *-value of 25 sec 1 and a detention time of 20 minutes. The
product Gt is 3.0 10 4 , which is within the recommended guideline of 10 4 to 10 5 .
To incorporate the advantages of tapered flocculation, the optimum design of G*
of 25 sec 1 would be used in the third compartment. The G -values are tapered on
either side to yield G 1 45 sec 1 , G 2 35 sec 1 , G 3 25 sec 1 , and G 4 20 sec 1
in the four compartments.
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