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Water
Requirements for different slurry designs
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The following table
illustrates the how the water requirement changes with both slurry
density and type of additives. Some additives do not have extra water
requirement themselves (i.e. hematite, spherelite) whereas others have
large water requirements (bentonite, sodium silicate). Thus it is hard
to generalize on water requirements. However, the table will give you
some idea of ranges. You will see that some slurries in the lighter
weight range, would require a ridiculous mixing rate (15.5 bpm) to
use the 40 sk/min (approximately 4000 lb/min). It is not advisable
to mix above 10 bpm although it is possible. As mixing rate increases,
the % of API mixing energy applied to the slurry decreases and thus
quality of the mix. Our systems are the highest mixing energy systems
available.
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Design
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Densityppg
|
Wtr
reqmtGal/sk
|
YieldFt3/sk
|
Mix
ratebpm
|
Bulk
rateLb/min
|
Water
rategpm
|
| Neat +50lb/skbarite |
17.2
|
6.49
|
1.54
|
7.7
|
4043
|
182
|
| Neat +25lb/skhematite |
17.2
|
5.28
|
1.266
|
7.7
|
4062
|
180
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| Class "G"neat |
15.6
|
5.2
|
1.177
|
9
|
4036
|
224
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| 50/50 Poz |
14.95
|
4.56
|
1.09
|
9.3
|
4022
|
218
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| 50/50 Poz+10%bentonite |
12.27
|
11.05
|
2.009
|
15.5
|
4002
|
478
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| Neat +5%bentonite+
40%spherelite |
11.6
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8.31
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2.4
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12.5
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4062
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243
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You can see in the
tables that I forced above design to require approximately 4000 lb/min.
Certainly, mixing rates above 10 bpm are not recommended from a slurry
quality viewpoint but are possible. Most bulk systems cannot keep up
with 40 sk/min delivery rate and thus it makes the density control
more difficult. Thus the slurry density tolerance of .1 ppg is less
likely to be maintained at the maximum rates. Density tolerance is
strongly dependent of the uniformity of the bulk flow. Good uniform
bulk results in good density control. Bad bulk delivery can not be
fixed with automatic density control. Also, mixing at a high rate increases
the problems if something goes wrong (i.e. run out of water - forgot
to switch tanks). A car wreck at 20 to 30 mph is usually not a problem
with seat belts but 60 to 80 mph it would be a problem. In the one
above example of 15.5 bpm, if you ran out of water, it would take about
5 sec to get the slurry too thick to handle (the mixing tank volume
is fully changed out every 20 sec. In addition, the mixer cannot meet
the 478 gpm mix water requirement (normally limited to 370 to 390 gpm).
It is easy for us to increase the mixer capacity to allow over 400
gpm for high water content slurries if necessary. However, an easy
option is to open the water bypass line to increase the water rate
to over 400 gpm. The water bypass line would discharge into the recirculation
suction line just before the recirculation pump. This line is also
necessary to get out of trouble if something goes wrong and the density
becomes too high (and thick) in the mix tank.
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