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Chemical Technology • January 2013
Figure 9: Telltales on BT-6 impeller blade
solids handling
Under turbulent flow conditions, it is usually very
beneficial, both from an erosion standpoint as well as a
process efficiency standpoint, to select a high efficiency
style impeller. In transitional flow there are still benefits
to be achieved by the use of a high efficiency impeller,
but not as profound as in turbulent flow. In laminar flow,
there is no advantage in using a high-efficiency impeller
either for erosion or solids suspension efficiency.
Horsepower and speed selection
As discussed earlier, erosion is very dependent on veloc-
ity, and typically in erosion-corrosion environments, the
velocity exponent for the volumetric rate or weight rate of
erosion is generally observed to be 2,5 to 4,0. In design-
ing an agitator for the suspension of solids, the designer
has a choice of selecting a number of power and speed
combinations. Because solid suspension impeller ef-
ficiencies change with impeller style, impeller to tank
diameter and off-bottom clearance to tank diameter
19
, a
number of possible horsepower and speed choices can
meet process objectives.
The selection of a specific agitator design in the end
should come down to economics. There are capital costs
and operating costs. Capital costs are largely associated
with the general size of the machine. The torque can gen-
erally best characterize the capital cost. Operating costs
include the energy costs to operate the machine plus
any maintenance costs. Maintenance costs include the
costs of oil changes, new bearings, new gears, new seal
components, and in the case of erosion applications, the
replacement of in-tank wear components, typically impel-
ler blades. A close examination of the various horsepower
and speed options should be examined closely in order to
make an economic selection.
Example
For the sake of demonstration let us assume that we
need to design an agitator for suspending a 10% solu-
tion of sand in water. The sand will be assumed to have a
weight mean particle size of 360 μm. The tank is 3,66 m
diameter with a 2:1 elliptical dished bottom, and the water-
sand slurry will have a liquid volume such that the depth
of liquid in the tank is 3,66 m. The sand will be assumed
to have a specific gravity of 2,4 and the water a specific
gravity of 1,0. The viscosity of water will be assumed to be
1 mPa-s. The process solution requires that the solids be
suspended to the 'just suspended' condition such that no
ent and a gas must be dispersed they are often used. As
with axial flow impellers, impeller efficiency changes with
design. The Rushton or D-6 impeller, introduced in the
late 1940s, creates a pair of vortices behind each blade
in turbulent flow. These vortices, as we’ve observed with
the pitched-blade impeller, can cause severe erosion
from the backside of the blade. The Figure 7 photo of the
intertwined telltales on the backside of the blade demon-
strates the size and nature of these vortices.
Figure 6: Chemineer Maxflo W impeller
Figure 7: Telltales on D-6 impeller blade
Figure 8: Telltales on CD-6 impeller blade
There exist today highly efficient radial flow impellers.
The Chemineer CD-6 impeller was introduced into the
marketplace in 1988, and the even more efficient Chem-
ineer BT-6 was introduced in 1998. Both of these impel-
lers exhibit very little tendency for vortex formation on the
back-side of the blade. This is demonstrated in telltale
photos in Figure 8 and Figure 9. In each of these photos
the blades are rotating into the plane of the paper.