6
in the lower portions of the upper chamber mix box wall.
The other dimensions and suggested reinforcement could
remain the same.
CONCLUSIONS
The updated design has reportedly been maintenance-free
over the past decade. Additional mix boxes have since been
replaced in other plants across the property with similar
results. Shut-downs, worker exposure to the hazards of the
previous repair approaches, and solution losses to contain-
ment have been in large measure eliminated due to the
strengthened mix box design.
DECLARATIONS
Mention of any company name or product does not con-
stitute endorsement by Freeport McMoRan or CAID
Industries or those companies herein named. The findings
and conclusions in this paper are those of the author and do
not necessarily represent the official position of any named
company.
REFERENCES
[1] Green, Don W. and Southard, Marylee Z. (2019),
“Perry’s Chemical Engineer’s Handbook,” McGraw
Hill, pp. 15-84 thru 15-87.
[2] Fox, Robert W. and McDonald Alan T (1992),
“Introduction to Fluid Mechanics,” John Wiley &
Sons, 4th Ed., pp. 548 thru 557.
[3] Sandmeyer Steel Company, Specifications for 316,
316L and 317L, www.SandmeyerSteel.com
[4] Shigley, Joseph Edward and Mischke, Charles R.
(1989), “Mechanical Engineering Design,” pp. 278
thru 280, 282.
[5] Karassik, Igor J., Messina Joseph P, Cooper, Paul,
and Heald, Charles C. (2008), “Pump Handbook,”
McGraw-Hill, 4th Ed., pp. 2.29 thru 2.40.
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