Process for providing a homogenous slurry containing particles
The present invention is concerned with a process for providing a homogeneous particle-containing slurry comprising the steps of: (a) providing a vessel comprising at least one impeller rotating around a vertical axis of the vessel, the vessel further comprising an inlet and an outlet; (b) introducing the particle-containing slurry into the vessel or introducing components forming the particle-containing slurry into the vessel; (c) rotating the at least one impeller at least around the vertical axis for homogenizing and/or maintaining a homogeneous particle distribution within the slurry; (d) withdrawing the homogeneous particle-containing slurry via the outlet; (e) stopping the at least one impeller for a maximum time T, whereby T is calculated according to the following relations: u T = 4 g ( ρ p - ρ f ) D p 3 ρ f C D ( 1 ) C D = 24 Re [ 1 + 0.173 Re 0.657 ] ( 2 ) T = h u T . ( 3 )
1. A process for providing a homogeneous particle-containing slurry comprising the steps of:
(a) providing a vessel comprising at least one impeller rotating around a vertical axis of the vessel, the vessel further comprising an inlet and an outlet;
(b) introducing a particle-containing slurry into the vessel or introducing components forming the particle-containing slurry into the vessel;
(c) rotating the at least one impeller at least around the vertical axis for homogenizing and/or maintaining a homogeneous particle distribution within the slurry;
(d) withdrawing the homogeneous particle-containing slurry via the outlet;
(e) stopping the at least one impeller for a maximum time T, whereby T is calculated according to the following relations:
u
T
=
4
g
(
ρ
p
-
ρ
f
)
D
p
3
ρ
f
C
D
(
1
)
C
D
=
24
Re
[
1
+
0.173
Re
0.657
]
(
2
)
T
=
h
u
T
(
3
)
with
u T =terminal velocity in the vessel for particles with average diameter D p ,
g=gravitational constant,
ρ p =particle density in the slurry,
ρ f =density of the liquid phase of the slurry,
D p =average diameter of the particles in the slurry
C D =drag coefficient,
Re=Reynolds number,
h=pre-determined height (of the vessel height);
wherein the stopping of the at least one impeller is effected when the level of the slurry during withdrawal is within a range from 0.5*D a to 0.1*D a above the vertically upper end of the at least one impeller, with D a being the diameter of the impeller.
2. The process according to claim 1 , wherein the at least one impeller has a vertically upper end with respect to the vertical axis of the at least one impeller and a vertically lower end with respect to the vertical axis of the vessel and
wherein the stopping of the at least one impeller is continued until the level of the slurry is within a range from 0.1*D a to 0.05*D a below the vertically lower end of the impeller.
3. The process according to claim 1 , wherein the vessel comprises more than one impeller at different height levels with respect to the vertical axis of the vessel and wherein one or more of said impellers is stopped according to step (e).
4. The process according to claim 3 , wherein each impeller can be stopped independently from the remaining impellers.
5. The process according to claim 1 , wherein the at least one impeller extends at least partially into the horizontal plane being orthogonal to said vertical axis and further extends at least partially into the direction of said vertical axis.