The diameter of the selected impeller is Geometric Ratios below. 1) Not know. None of the above 2) Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Geometric Ratio Allowed Range 0.14-0.5 0.17 0.4 D/T (radial) D/T (axial) H/D (either) H/T (axial) 2-4 0.34-1.6 m based on the allowable range of

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The diameter of the selected impeller is
Geometric Ratios below.
1) Not know.
None of the above
2)
Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display.
Geometric Ratio
Allowed Range
0.14 0.5
0.17 0.4
2-4
D/T (radial)
D/T (axial)
H/D (either)
H/T (axial)
H/T (radial)
B/D (either)
0.34-1.6
0.28-2
0.7-1.6
D = impeller diameter
T
equivalent tank diameter
H=water depth
B = water depth below impeller
3) 2.7
4) 1.8
O 5) 1.0
m based on the allowable range of
Transcribed Image Text:The diameter of the selected impeller is Geometric Ratios below. 1) Not know. None of the above 2) Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Geometric Ratio Allowed Range 0.14 0.5 0.17 0.4 2-4 D/T (radial) D/T (axial) H/D (either) H/T (axial) H/T (radial) B/D (either) 0.34-1.6 0.28-2 0.7-1.6 D = impeller diameter T equivalent tank diameter H=water depth B = water depth below impeller 3) 2.7 4) 1.8 O 5) 1.0 m based on the allowable range of
As a process engineer, you are designing a new drinking water treatment plant using
conventional treatment process including Two Trains of Flocculators as follows:
The design flow is 0.35 m³/s.
The average temperature of water is 5°C with a dynamic viscosity,
μ = 1.519 x 10-3 Pa.S and p
=
999.967 kg/m³.
The major target of the WTP is to remove color from water using alum as
coagulant. GAvg 0 = 120,000.
In each train of flocculators, it includes three same size compartments in
series
with the tappered velocity gradients G: 80, 50, and 20 Sec-¹.
Length = Width = Depth for each Comparment.
The type of impeller is axial-flow with three blades.
The available impeller diameters are 1.0, 1.8 and 2.7 m.
The water depth below the impeller, B = 1/3 H. H is the water depth in
flocculator.
Transcribed Image Text:As a process engineer, you are designing a new drinking water treatment plant using conventional treatment process including Two Trains of Flocculators as follows: The design flow is 0.35 m³/s. The average temperature of water is 5°C with a dynamic viscosity, μ = 1.519 x 10-3 Pa.S and p = 999.967 kg/m³. The major target of the WTP is to remove color from water using alum as coagulant. GAvg 0 = 120,000. In each train of flocculators, it includes three same size compartments in series with the tappered velocity gradients G: 80, 50, and 20 Sec-¹. Length = Width = Depth for each Comparment. The type of impeller is axial-flow with three blades. The available impeller diameters are 1.0, 1.8 and 2.7 m. The water depth below the impeller, B = 1/3 H. H is the water depth in flocculator.
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