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Yang Fluidization, Solids Handling, and Processing

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780 Fluidization, Solids Handling, and Processing

6.0CONES, DUST HOPPERS AND EROSION

Cones are attached to cyclone barrels simply as a transition to the diameter of the so-called dipleg pipe necessary to allow exit of the stream of collected solids (Zenz, 1975). The cone is irrelevant to the cyclone’s performance; many installations in specific applications, as well as smaller units operating in parallel in multi-clones, are seldom provided with cones. Ideally, a conventional cone should be tapered to the angle of repose of the bulk collected solids under the centrifugal acceleration field within the cyclone. Such sophistication is generally disregarded and the cones sloped at 60 to 80 degrees from horizontal. The steeper this slope, the less the possibility of erosion within the upper end of the dipleg at the point where the stream of collected solids cascades from the edge of the cone’s apex and impacts the dipleg wall.

Three patents (MacLean, et al., 1982) assigned to Texaco filed in the latter half of 1980 resulted from an in-house review of all observed instances of erosion of cyclones in Texaco’s FCC units. The patents specify that to minimize erosion and maximize collection efficiency, the length of the cyclone relative to its barrel diameter is to conform to the relationship:

H/D = 4.49 - 1.09 (Ao/Ai)

However, the eroded regions which led to this relationship were all located in the so-called dust hoppers and not in the cyclone cones. Texaco’s personnel failed to realize that the erosion in the dust hoppers is due to impingement by the stream leaving the edge of the cone’s apex. The simple solution to such erosion is to eliminate the dust hoppers. There are numerous cyclones without dust hoppers operating in the process industries, including FCC installations, which are free of erosion in their cones and dipleg pipes provided that they “contain” the natural vortex length free of touching the cone wall. It is, however, imperative that in fabrication a cyclone cone always be rolled as opposed to being formed on a brake. As illustrated in plan and isometric views in Fig. 6, the condensed stream of collected solids spiralling down on the surface of the cone impinges the metal past any bend (resulting from fabrication on a brake) at an angle of attack steeper than 0 degrees. This has been evidenced in numerous instances as a spiral pattern of eroded holes and parallels the

782 Fluidization, Solids Handling, and Processing

spiralling upwardly; the latter eventually reaches a limiting height whereupon gravity causes it to head back down as depicted in Fig. 7. Any domed head (designed to withstand high internal pressure) on a cyclone, therefore, permits such an upward spiral to follow an inward path directly to the top of the gas discharge tube, as in Fig. 8, on which it may then spiral down and be sucked into the exiting gas vortex when it reaches the bottom edge of the gas discharge tube. Inserting a false roof into such an existing design will result in substantial improvement in performance. This situation is equally acute in instances where under high temperature operations a protruding internal gas outlet tube would fail structurally. In such instance, external cooling by forced or natural convection can be provided via a folded annulus as illustrated in Fig. 9.

Ideally, the gas outlet tube should protrude below the cyclone roof a distance equal to the height of the inlet duct to minimize bypassing of a portion of the inlet flow directly into the gas outlet. The effect on collection efficiency of shortening the gas discharge tube has been treated in the literature (TerLinden, 1949). The argument that lengthening the tube beyond the inlet duct height will afford a greater gas residence time (greater number of spiral traverses) has never been demonstrated. Since the natural vortex length is measured from the bottom edge of the gas outlet tube, its lengthening must be accompanied with a commensurate increase in overall cyclone length.

Figure 7. Natural split in particle paths.

Cyclone Design 783

Figure 8. Cyclone roof design.

Figure 9. Dimpled outlet tube.

All cyclone design procedures bear the inherent condition that the solids enter uniformly dispersed over the cyclone’s inlet area. This is generally the case where a cyclone is hung inside a vessel above a

784 Fluidization, Solids Handling, and Processing

contained fluidized bed or where the cyclone is external but close-coupled to the wall of a large vessel as in the case of fluidized bed combustors. If the entering stream is not uniformly dispersed, as induced in Fig. 10 by a preceding elbow, collection efficiency will be poorest in arrangement Fig. 10(a) and exhibit a decrease in efficiency with increase in either loading or inlet velocity. This is attributable to the more densely concentrated stream of solids entering adjacent to the gas discharge tube. The effect is more pronounced with a preceding downflow elbow, as in Fig. 10(a), than with an upflow elbow as in Fig. 10(b), presumably because in Fig. 10(b) there is an outlet tube length over which some particles may have a greater chance to reach the barrel wall rather than all hug the gas discharge tube and escape under its bottom edge drawn in with the exiting gas spiral.

Figure 10. Effect of preceding elbows.

Three generic forms of cyclone can be characterized by their inlet configurations as illustrated in Fig. 11. At equal gas inlet or gas outlet velocities, the tangential generally yields the highest collection efficiency. At very high inlet particle loadings, differences between the three forms

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