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Slurry film measurements were taken in-situ at several wafer pressure, slurry flow rate and groove patterns in a 200-mm CMP tool.
The present study presents the effect of applied wafer pressure, slurry flow rate and degree of groove slanting on the overall hydrodynamics of a typical chemical mechanical planarization (CMP) process by quantifying the slurry film thickness in pad-wafer region.
Choosing comminuting pressure, slurry concentration and comminuting times as main influencing factors, adopting target comminuting method of dihedral nozzle submerge premixed water jet, ultra-fine comminuting to coal samples whit granularity between 0.3mm-0.5mm 0.3mm-0.5mm out.
The model takes the effects of material hardness and plastic wear into account in addition to the calculation of the surface roughness factors concerning the normal pressure, slurry performance, et al. The "size effect" as the ratio of abrasive size to solid colloidal particle size, has also been successfully integrated into the model.
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A similarity rule is revealed for the overall hydrodynamics of high-pressure slurry bubble columns, which takes into account the operating conditions, the maximum stable bubble size, and the physical properties of the gas, liquid, and solids.
Further slurry transfer to the gasifier is then performed under pressure via a pressurized slurry heater.
DoE results demonstrated the most significant SD parameters as atomization pressure and slurry feed rate.
Structural materials in many technology intensive high end applications such as petrochemical, industrial manufacturing, aerospace, automotive, and bio-resources have to operate under extreme conditions of temperature, pressure and slurry erosion/abrasion.
The mining industry presents a number of challenges for engineers, linked to scarcity of water and high-pressure transfer slurry pump applications.
Pressing the slurry at high pressure, after both the acid hydrolysis and the washing steps, makes the material more compact.
A series of wells has already been drilled around the outside edge of the site, into which drainage pipes have been dropped to siphon off groundwater, relieving pressure on the slurry wall.
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