CA1123753A - Apparatus and process for ordinary and submarine mineral beneficiation - Google Patents
Apparatus and process for ordinary and submarine mineral beneficiationInfo
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- CA1123753A CA1123753A CA384,517A CA384517A CA1123753A CA 1123753 A CA1123753 A CA 1123753A CA 384517 A CA384517 A CA 384517A CA 1123753 A CA1123753 A CA 1123753A
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- particulate material
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- fluid
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Abstract
ABSTRACT OF THE DISCLOSURE
The apparatus includes a fluid-tight housing oscillated about a vertical axis, the housing containing a central deflector separating the housing into an upper chamber and a lower chamber. Baffles are provided in both chambers, above and below the deflector. The upper baffle directs the incoming slurry radially outwardly in a torical path, throwing the particulate material toward the periphery of a housing in the first separation zone the particulate material passing in a gravity induced flow, through the annular passageway into the lower hopper where the relatively lighter and heavier constituents are then separated and separately discharged from the housing. A ring dam formed in the second baffle provides a recess into which the lighter constituents overflow where they are reunited with the liquid flow path and thus discharged from the housing. An aspirator removes air automatically from the top of the chamber. The method carried out by the apparatus is claimed. In a second embodiment the slurry is introduced tangential in the upper chamber and radial paddles or baffles arrest the whirlpool thus created, so that during the first portion of operation the slurry is subjected to centrifugal action and subsequently to settling action. In other forms of the invention, recirculating closed systems are provided for re-circulating the fluid medium. Also, the flow rates of the fluids and solids or particulates are independently adjustable by various means. The slurry is formed from fluid particulate material. Either gas (air) or liquid (water) is used as the fluid medium and finely divided solids such as gold ore is used as the particulate material.
The apparatus includes a fluid-tight housing oscillated about a vertical axis, the housing containing a central deflector separating the housing into an upper chamber and a lower chamber. Baffles are provided in both chambers, above and below the deflector. The upper baffle directs the incoming slurry radially outwardly in a torical path, throwing the particulate material toward the periphery of a housing in the first separation zone the particulate material passing in a gravity induced flow, through the annular passageway into the lower hopper where the relatively lighter and heavier constituents are then separated and separately discharged from the housing. A ring dam formed in the second baffle provides a recess into which the lighter constituents overflow where they are reunited with the liquid flow path and thus discharged from the housing. An aspirator removes air automatically from the top of the chamber. The method carried out by the apparatus is claimed. In a second embodiment the slurry is introduced tangential in the upper chamber and radial paddles or baffles arrest the whirlpool thus created, so that during the first portion of operation the slurry is subjected to centrifugal action and subsequently to settling action. In other forms of the invention, recirculating closed systems are provided for re-circulating the fluid medium. Also, the flow rates of the fluids and solids or particulates are independently adjustable by various means. The slurry is formed from fluid particulate material. Either gas (air) or liquid (water) is used as the fluid medium and finely divided solids such as gold ore is used as the particulate material.
Description
APPAR~TUS ~ND PROCESS FOR O~DIN~RY ~ND SUBMAR:rNE MTNE~I, _ BENEi;'ICIA'.L`ION _ _ _ This application is a dlvision of Canadian Serial No. 305,316, filed June 13, 1978.
_ _<GROUND OE' TIIE INVENTION
1. Field of the Invention:
This invention relates to a mineral berleficiation device and process and is more particularly concerned with a method and apparatus for Ordinary and Submarine Mineral Beneficiation for the separating and concentration of particulate material from a fluid slurry.
_ _<GROUND OE' TIIE INVENTION
1. Field of the Invention:
This invention relates to a mineral berleficiation device and process and is more particularly concerned with a method and apparatus for Ordinary and Submarine Mineral Beneficiation for the separating and concentration of particulate material from a fluid slurry.
2. Description of the Prior Art:
Indicative of prior art patents in the field of this invention are the United States patents, numbers:
1,456,563 May 1923 NORIEGA
2,442,522 June 1948 WIEGAND
2,484,203 October 1949 BECK
Indicative of prior art patents in the field of this invention are the United States patents, numbers:
1,456,563 May 1923 NORIEGA
2,442,522 June 1948 WIEGAND
2,484,203 October 1949 BECK
3,537,581 November 1970 BAU~IER
3,595,385 July 1971 D~FF
Heretofore, particulate materials of diverse specific gravities carried in a fluidic medium were generally separated and concentratecl through the use of sloping particle separators such as those dating back to the ancient riffle sluices to the more recent undercut sluice types including the spiral, the cone, the LAMFLO concentrator and the undercut sluice tray.
Such devices, which are exemplified by those disclosed in U.S.
patent Nos. 1,291,137, January 1919, REED; 1,986,179, January 1935, ALLISON and 2,989,184, June 1961, GOBATTI
were so constructed as to be open to ambient atmospherLc 13'.23753 pressure. When these devices were used in placcr minin~l ancl beneficiation of milled ores their operatiollal eFf-iciellcics ~ere limited, particularly in the separation and concentration of particulates of fine size, by the presence of surface turbulence and the necessity of maintaining a single flow rate through the entire separation circuit duriny processing. In these prior art devices this single flow rate had to be maintained at a velocity sufficient to transport all the particulate material being processed through the entire process circuit and therefore at such a flow velocity that there was a tendency to retain the very finest particles, in suspension.
Also, in these devices the fluid carrier transport flow rate was inseparable from the particulates flow rate.
Particulates flow rate determines exposure time of the particulates at the point of selective separation when passing through the process circuit, and these prior art devices had no means to adjust particulates flow rate, i.e., exposure time, independently from the fluid carrier flow rate.
Indeed, these prior art devices had no means to readily adjust the proportional division and discharge ~rom the uppermost strata and from the lowermost strata of the particulates being processed. ~hese devices operated with a substantially fixed enrichment ratio usually necessitating successive processing stages to achieve an acceptable concentration of the relatively heavier mineral from an ore feed. As a part of their operation, a middlings product was ~2375~
usually ~enerated by these devi~c!s, the product rcclu:irillg recyelinc3 and additio~ l material llallcllillg. i~lso, witl prior art deviees, the Eeed density, i.e. the ratio oE
particulates to the fluid earrier, was a crit:ical fac-tor in the efficiency of the separating process and had to be maintained within close toleranees. For example, with some of thcse deviees the feed denslty was reeommended to be maintained wi-thin 5~ limits. Furthermore, these prior art devices had no adjustable means to readily respond to a Eeedback si~nal to optimize process performanee, nor were the general flow paths of the fluidie medium and the partieulates separable.
To eliminate some of these undesirable features, a elosed ehamber type separator was reeently developed as diselosed by U.S. patent No. 3,537,581, November 11, 1970, BAUMMER. Upon entering sueh a ehamber through an inlet passage the flow rate of material was redueed and dissipated in a substantially larger spaee thereby ereating a controllable faetor eapable of dietating the fallout pattern of the solid partieulate material earried by the fluidie medium. Within the ehamber, a partial separation of the fluid flow path and -the solid flow path was achieved. The solid material, havill~! fallc from a suspension in the fluidie medium as a result of the redueed flow rate, followed a gravity directed path through a proeessing area that was operated under relatively smooth, laminar flow conditions, substantially void of surface turbulence.
1~23753 Thou~h the just described closed-charnber type separators have produced a decisive advance in the art of separating particulate materials, they have been lac]cing in certain respects.
For example, these devices have typically required intermittent suspensions of opera-tions in order to recover the separated material. Input and discharge of particulates has not been automatically controlled. Gas blockage has frequently limited performance. Near complete separation of particles from the fluidic medium has not been achieved. Particulates flow rate has not been controlled independently from fluid flow rate and the proportional division and discharge from the uppermost strata and from the lowermost strata of parti-culates, being processed, has not been controlled.
The prior art closed chamber type separators have had no provisions for continuous operation of the process in a manner that would exempt the process from a fixed enrichment ratio; nor do they have provisions for continuous operation of the process with the elimination of a middlings product.
Feed density, as a critical factor in the operating efficiency of the prior art closed chamber process, has not been eliminated to any substantial extent nor have such prior art devices provided adjustable means to readily respond to a feed back signal to optimize process performance.
No means were provided to accommodate centrifugal delivery of particulates into the closed chamber.
Accordingly, it is a general object of the present invention to provide improved apparatus and process for separating and concentrating particulate materials which will overcome various of the disadvan-tages described above.
~.23753 The invention ln this Divisional application comprehends in one aspect a process for the recovery of heavy constituents from particulate material carried in a fluid slurry, comprising passing a flow of the slurry along a prescribed path, separatiny the particulate material from the transportation fl~lid of tllc slurry in a first separation zone along the path, accumulating the particulate material in a first accumulation zone, measuring the accumulation of the particulate material in the first accumulation zone and regulating the flow of the slurry along the path in response thereto, passing the particulate material along a second - prescribed path, stratifying the particulate material as it is moved along the second path, and removing a light portion from the particulate material as it is moved along the second path.
A further aspect of the invention in t]liS DiViSiOII.Il application pertains to an apparatus for separating the heavy i particulate material from a fluid slurry including a housing defining an essentially closed chamber having a generally cylindrical side wall and intake means for introducing the fluid slurry tangentially into the chamber so that it moves in a circular path within the upper portion of the chamber to dis-charge the particulate material outward by centrifugal force.
Baffles are disposed within the chamber inwardly of the wall - for retarding the circular movement of the slurry to permit settling of the particulate material therefrom. A fluid passage-way inwardly of the baffles is provided for removing the fluid of the slurry and deflector means direct the particulate material thrown out of the fluid by centrifugal force and settled out of the fluid into a common path. Means are provided for progressively removing the particulate material from the common path.
Other aspects, features and advantages of the present invention will become apparent from the following description when taken in conjunction with the accompanying drawings, where-in like characters of reference designate the corresponding parts throughout the several views.
1~.23~, 53 BRIEF DESCRIPTION OF TIIE DRAWINGS
Figure 1 is a vertical sectional view, of a particulate material separating and concentrating apparatus embodying principles of the present invention;
Figure 2 is a cross-sectional view of a bottom portion of the housing of the apparatus shown in Figure 1, and discharge conduit and skirt being removed for clarity;
Figure 3 is a side elevational view of the exterior of the apparatus shown in Figure 1, the apparatus bein~
supported by a frame structure for rocking or oscillatory movement;
Figure 4 is a fragmentary plan view of a portion of the apparatus illustrated in Figure 3;
Figure 5 is a vertical sectional view of an upper portion of the apparatus similar to the apparatus of Figure 1, and depicting a modified form of the apparatus;
Figure 6 is a cross-sectional view of that portion of the apparatus shown in Figure 5;
Figure 7 is a schematic diagram showing the use of the apparatus of the present invention in a closed system;
Figure 8 is a schematic diagram of the present invention in a gravity operated mode; and Figure 9 is a schematic diagram of the present invention illustrating a direct mechanical coupling to control solids input, appearing with Figure 7.
DESCRIPTION OF THE PREFERRED E~ODIMEN _ Referring now in more detail to the dra~ g, there is shown in Figs. 1 - 4 solids or particulate material separating and concentrating apparatus comprising a fluid-tight housing 9 having an upper housing portion or casing 10 l~.Z37~
detachably connected to a lower housing portion or casing 11 along a horizontal plane 12. The upper housing portion 10 includes a cylindrical side wall 14 closed at -the upper end by a conical upwardly tapered, top wall 15. A circumferential flange 16 is mounted radially alony the lower end of side wall 14 and abuts a flange 17 mounted to the upper edge of a frusto-conical side wall 18 of lower housing portion 11. Unshown connecting means detachably hold the two flanges 16 and 17 together for detachably connecting the upper and lower portions of the housing 9. Housing 9 is generally symmetrical about its vertical axis a (Figure 3).
In more detail, the lower casing 11 or portion, as seen best in Fig. 1, includes a conical bottom portion or wall 13 integrally joined along a common edge 19 to the upper side wall 18. The upper edge of the side wall 18 carries the flange 17. The wall 18 tapers conically downwardly and inwardly from flange 17 and the conical bottom wall 13 converges downwardly and inwardly at a less slope than the slope of wall 18. The lower apex of bottom portion terminates at axis a in a particuiate discharge port 18a.
It is thus seen that the elements described above, namely side wall 14, top wall 15, side wall 18, bottom wall 13 and flanges 16 and 17 of housing 9 are concentric about the vertical axis ~ and the edges of flanges 16 and 17 and edge 19, are disposed on radial horizon-tal planes parallel to each other.
As best seen in Fig. 1, a hollow, upright, tubular frusto-conical deflector 20 is disposed concentrically within the interior of the housing 9. The upper end portion of deflector 20 includes a hollow, tubular cylindrical neck 21 which is open at both its upper end edge or lip 21a and its lower end of edge 21b and has a central vertical passageway 21d.
The lower end 21b is integrally joined to the upper circular ~.237~3 edge of the frusto-conical body or skirt 23 of deflector 20 to form a common edge. The skirt 23 flares or diverges downwardly and outwardly from the neck 21 and terminates at its lowermost portion in a circular peripheral odge 23a, disposed in a radial plane. Edge 23a terminates in spaced relationship to the inner downwardly con~erging wall 18 to define an annular passageway 25.
It is now seen that the deflector 20 separates the chamber of the housing 9 into an upper chamber 22a with a particulates hopper 26a and a lower chamber 22b, with a particulates hopper 26b in communication with each other through the annular passageway 25 and through the central passageway 21d, defined by the hollow neck 21 and skirt 23 of the deflector 20. Lower hopper 26b is more specifically - defined as being bound on the periphery by the lower portion of wall 18 to an elevation abutting annular passageway 25 and on the inner boundary by deflector 42 to the elevation of spillway lip 45. The upper boundary is the adjustable diagonal between annular passageway 25 and spillway lip 45. The lower boundary on the periphery is the junction of wall 18 and bottom wall 13 and on the inner boundary, bottom wall 13 at its junction with passageway 49.
The function of upper chamber 22a is to separate the liquid carrier flow path from the particulate material flow path and also to provide an internal particulate material feed hopper 26a which is directly coupled through annular passageway 25 to second stage lower particulate material hopper 26b in lower chamber 22b. Separation of the liquid from the particulate material, and thus their flow paths, is accomplished through a combination of centrifugal action, dissipated flow rate and gravitational settling that separates the bulk of particulate material from the primary flow path of the liquid, causing the particulate material to fall from suspension and settle into the upper hopper 26a which is generally deEined by skirt 23 on the inner boundary, walls 14 and 18 on the periphery to an elevation of sensor 54 and having a lower boundary, passageway 25. Having dropped the bulk of particula-te material that i-t carries into housing 9, the liquid flow path is directed through central passageway 21d since annular passageway 25 is blocked to liquid flow by an accumulation of particulate material.
Liquid flow rate through this area can be adjusted to leave only microscopic particles or undesirable slime in suspension and thus carry these detriments directly through the process chamber to discharge. The second stage lower hopper 26b in chamber 22b forms a second separation zone in which separation of the heavy constituents from the lighter constituents of -the particulate material takes place.
Passing through the second separation zone and isolated from the liquid flow path, particulate material is in a gravity induced flow path, having entered through annular passageway 25 from its temporary storage in upper hopper 26a.
Through this second separation zone the flow rate of particulate material is adjusted independently from the liquid flow rate as it is also subjected to a stratification aeration in which the heaviest constituents can be withdrawn separately from the lighter constltuents. The lighter constituents, after com-pleting their pass through the second separation zone, second stage hopper 26b, are then reunited with the liquid flow path as they spill over into recess 46 and thus discharge from housing 9 separately from the heavier constituents. This will be explained more fully hereinafter.
The deflector 20 is supported by a plurality of upstanding bolts 28 which are threadedly received through the bottom 13, these bolts 28 being circumferentially spaced ~: _g_ Z3~S3 around axis ~ in parallel relationship to each other. ~he bolts 28 have lower heads 28a which are externally ol: the housing 9. The upper ends of the bolts 28, however, terminate within the casing ll in a common transverse or radial plane, the upper ends beiny respectively received in and journalled by circumferentially spaced bearing blocks 29. The bearing - blocks 29 are secured to the inner surfaces of the skirt 23, inwardly of and above the peripheral edge 23a. It is thus seen that, by manipulation of the screws 28, the deflector 20 lO may be incrementally raised and lowered changing its relative position or descent angle to spillway lip 45 and thus providi a course adjustment for the flow rate of particulate material through lower hopper 26b. Increasing or decreasing stimulation of gravity induced flow of particulate material by varying the oscillation or agitation applied to housing 9 provides a fine adjustment of the particulate material flow rate through lower hopper 26b.
In the upper chamber 22a, along the axis cl, is a radially disposed upper baffle or plate 30, the function of 20 which is to direct the incoming slurry, consisting of fluid medium and suspended particulate material, radially outwardly within the first stage separation zone or chamber 22a. The upper baffle 30 is a flat, disc-shaped member conce~Ltrically disposed in casing lO, the baffle 30 being suspended from top wall 15 by circumferentially equally spaced bolts 34.
In more detail, the bolts 34 pass through circum-ferentially spaced holes in the top wall 15 and through corresponding holes in baffle 30, the shanks of bolts 34 receiving, respectively, spacer sleeves 34a which rigidly 30 position the baffle 30 in place. By replacement of the bolts 34 and sleeves 34a the vertical position of the baffle 30 can be varied up or down, as desired.
l~.Z3~53 At the up~er central portion of baffle 30, alol~g axis a, is an upstandiny curved conical projection 31. This projection 31 is in axial alignment with the downwardly opening discharye mouth or exit opening 32 of an intake or feed conduit 33 which protrudes along axis a coaxially downwardly through and is carried by the central portion of top wall 15. The inner end of conduit 33, defining mouth 32, termina-tes within the upper chamber, or separation zone 22a and is provided with a radially disposed peripheral flange 33a spaced above and parallel to the upper surface of baffle 30. The outer end of conduit 33 terminates outwardly of the top wa:Ll 15 and receives thereon a flexible infeed hose 38, seen in Fig. 3. The function of flexible hose 38 is to feed the slurry into the housing 9, through conduit 33.
The slurry is preferably fed under pressure and at a sufficient velocity that when the slurry is introduced axially downwardly into the upper casing 10, the slurry engages the upper baffle 30 and is directed radially outwardly in all directions, as shown by arrows in Fig. 1, into the upper chamber or separation zone 22a.
If desired, the intake pipe or conduit 33 can be loosely retained by top wall 15 so that the housing 9, can be oscillated about a ~s a without disturbing the conduit 33. If, however, the conduit 33 is fixedly secured to wall 15, as illustrated, the flexibility of hose 38 is sufficient to permit oscillation about axis a.
Various control means, such as pump 310 in Figure 7 can be employed to control the volume and velocity of the feed slurry, and subsequently the liquid through its isolated flow path. Also in a gravity operated mode as shown in Figure 8 the rate of flow can be controlled by the discharye as described hereinafter.
l~.Z3753 The baffle 30 is of s~bstantially smaller diameter than the diameter of its concentric side wall 1~ but is of larger diameter than the mouth 32. The baffle 30 i8 concentric to and spaced above the neck 21 in spaced relationship to the upper end of lip 21a to allow for adjustment of deflector 20.
Hence, the return liquid flow can readily pass between lip 21a ;~ and the bottom surface of baffle 30 and, thence, into the axially disposed central passageway 21d of the neck 21 and skirt 23. The inside diameter of the central passageway 21d - 10 preferably is larger than the diameter of conduit 33 so that ; a free flow of liquid can be handled.
The effluent (slurry discharge) of the system is withdrawn through an L-shaped eduction tube or discharge conduit 35, one leg of which extends axially or vertically along axis a and the other leg of which extends horizontally or radially and unattached through an upwardly open U-shaped recess 21c in the neck 21 and, thence, outwardly through the side wall 14 so that its outer end, outwardly of the side wall 14, receives a flexible discharge hose 35a, shown in Fig. 3.
The axially disposed leg of the L-shaped conduit 35 is of smaller diameter than passageway 21d and extends - downwardly from the inner end of its associated leg to terminate in a downwardly opening mouth or intake opening 36, below the lowermost edge of peripheral edge 23a of skirt 23 but well above the bottom surface 24 of bottom wall 13.
Substantially all liquid and the lighter constituents of the slurry are withdrawn through this eduction tube or discharge conduit 35, being discharged through flexible discharge hose 35a.
It will be understood by those skilled in the art that, by the introduction through conduit 33, in~o upper chamber or separation zone 22a of a slurry, in which 1~ Z 3~i 5 ~
particulate material is suspended, the particulate m~terial having various specific gravities greater than the liquid in which it is entrailled, a separation of the liquid and the particulate material is caused to take place. q~his is because the slurry is caused to travel in a torical path radially outwardly and then inwardly in the large upper chamber 22a.
The effect of such movement is two fold. First, due to centrifugal force, the particulate material is thrown outwardly toward the side wall 14 and, secondly, the decrease in velocity causes the particulate material to be dropped out of suspension from the licluid flow path.
Generally speaking, the size of the upper chamber or separation zone 22a and the velocity of the slurry, as well as the varioùs specific gravities of the particulate material will determine the efficiency of this first stage separation.
It is usually desirable to control the flow rate into chamber 22a so as to permit the liquid of the slurry to retain, in suspension, only microscopic particles or slimes, while flinging out and dropping out by gravity the bulk of particulate material.
The bulk of particulate material thus collects in upper hopper 26a along the walls 14 and 18 and against the skirt 23 of defleetor 20, is thence directed by the downwardly converging surfaces of the wall 18 and the skirt 23 towarcl the annular passageway 25. The microseopie particles or slime, however, remain in suspension and are carried up and over the lip or upper edge 21a and into passageway 21d.
Within the lower chamber, or second separation zone 22b is a second or lower baffle or deflector block, denoted generally by numeral 42. This baffle 42 is concentrically located along axis ~ and has a downwardly converging conical, bottom surface 42a and an upwardly converging frusto-conical 3~3 side wall 42b. The upper edge of the upwardl~ converying conical wall ~2b terminates at an upper annular edgc or lip 45 disposed in a horizontal radial plane normally spaced below the radial plane of peripheral edge 23a. Lip 45 is aligned in a common plane with edge 19.
The upper portion of lower baffle 42 has a central cup-like recess 46, defined by a flat planar radially disposed upper central surface 43 and a conical, upwardly diverging dam wall 44. Thus, walls 42b and 44 converge upwardly to define the arcuate, annular ring dam or spillway having an upper lip or edge 45 in a radial plane and over which spill the lighter constituents into recess 46 from lower hopper 26b upon oscillation of the housing and lower baffle 42.
Between the radially extending portion of discharge pipe 35 and the top of chamber 22a is an aspirator 39 including a venturi tube 39a disposed within the radial portion of pipe 35. The t,ube 39a has a funnel shaped mouth, disposed along the axis of conduit 35, the mouth diverging in the direction of flow. The body of the tube 39a is L-shaped and passes outwardly through the side of conduit 35 and then through top wall 15 to terminate outside the housing 9.
The aspirator 39 also includes a flexible hose 39b leading from the protruding end of tube 39a to a stub tube 39c, the stub tube 39c passing through top wall 15 adjac~nt ~o conduit 33.
Upon the flow of fluid, i.e., liquid through conduit 35, a suction will be drawn by aspirator 39 so as to withdraw air from the uppermost part of chamber 22a and entrain the air in the effluent.
Returning now to the lower baffle 42, it is understood that the upper surface 43 of the recess 46 is disposed immediately below the mouth 36 of the eduction tube or discharge ~.Z3~5~
conduit 35. ~lence, the substantially isolated liquid flow path passes through passageway 21d in neck 21 and skirt 23 thence downwardly in a generally axial direction, in-to the recess 46 of baffle 42 then mal~es an abrupt 180 turn to enter, upwardly, into the mouth 36. Mouth 36 is positioned to pick-up and discharge through conduit 35 all particulate material that has entered into recess 46 past spillway lip or edge 45.
Oscillation or agitation of the particulate material in the lower liopper 26b both stratifies the particulate material according to their relative weights and also stimulates the gravity induced flow of particulate material through this area.
The flow path of particulate material through the lower hopper 26b, begins with its entrance by way of passageway 25 which is a direct coupling between upper particulates hopper 26a in chamber 22a and the lower hopper 26b. The particulate material in a gravity induced flow moves to either of two exits, past spillway lip 45 into recess 46, which is a discharge means from the upper strata of particulate material, or through passageway 49 which is a discharge means from the lower strata of particulate material. The adjustable output from the lower strata by way of passageway 49, p~rt 18a, and valve 40a provides a readily adjustable means for the proportional division and discharge from the upper strata and from the lower strata of the particulate material being processed. Also, with the direct coupling, passageway 25, between the stacked first stage hopper 26a and the second stage hopper 26b, par-ticulate material is transferred from the first stage hopper into the second stage hopper equal in amount and at a rate to correspond to the total particulates discharge from the second 3~ stage hopper.
The diameter of the lower baffle or deflector block 42 is about one-half the diameter of bottom wall 13 and the lip or rim 45 terminates in about the same plane as edge 19.
i~.Z375~3 The bafle 42 is supported, in spaced relationship to the bottom surface 24, by a plurality of L-shaped bars which form circumferentially spaced riffles 60, best seen in Fiy. 1 and Fig. 2. In cross-section the riffles are r~ctan~ular.
Thus, the opposed spaced conical surfaces 24 and 42a form a conical downwardly converging discharge passageway 49 for feeding the heavy particulate material toward port 18a.
One arm 60a of each riffle 60 extends radially along surface 24, outwardly of passageway 49. The other arm 60b projects along the side wall 42b of baffle 42. Thus, the riffles 60 define, with surface 24, an array of circumferen-tially spaced, upwardly open, and downwardly and inwardly inclined, or sloping, inwardly converging channels 59, in an annular array around the passageway 49, each of which feeds the particulate material toward the passageway 49, upon oscillation of the housing 9.
Upstanding agitation rods, pegs or fingers 62 are provided in each sloping channel 59. Preferably these rods 62 are disposed in spaced radial alignment midway between riffles 60. These vertical rods 62 terminate in a common radial, horizontal plane above the plane of lip 45 and within skirt 23.
The discharge port 18a communicates with an axially disposed discharge pipe or conduit 40 provided with a remotely controlled, incrementally opening, electro-mechanical valve, such as a solenoid gate valve 40a. The incremental opening and closing of valve 40a is remotely controlled through appropriate electrical controls 47 and cable 50a which, in turn, is connected to a sensor 48 via wires 50. Sensor 48 protrudes up through bottom wall 13 adjacent to wall 42b.
J~
I-t will be understool that the heavy met~1!" s~lcll as gold and lead, are unusually yood electrical conduc~ors. 'l~here-fore, as the density of the heavy constituents builds up, the electrical resis-tance between the electrodes of sensor 48 will progressively drop. The control 47 is set to open and close valve 40 or vary the amount by which the valve 40a is opened or closed, in response to this detected resistance. 'I'he control 47 may be set to open valve 40a when the sensor detects a very low resistance so that the heavy constituen-ts are subjected to a long exposure time or period of stratification (oscillation) whereby only the heaviest constituents are passed tllrouc3h valve 40a or the control 47 can be set for opening valve 40a at a higher resistance whereby less stratification will have taken place. Other known means of density sensing can also be used to perform this function.
As seen in Fig. 1, the lower portion of wall lA
carries an upper limit sensor 54, and the middle portion of wall 18 carries a lower limit sensor 55. ~acll of ~e~ ors l8, 54 and 55 is identical in construction, having two, disc-shaped, aligned electrodes, such as electrodes 54a and 54b, spaced apart by a dielectric wafer 54c and carried on the end of a dielectric shank 54d. Electrical wires 56 and 57 lead from the electrodes of sensors 54 and 55 to an electrical control 47a. Cable 47b leads to the particula-te material infeed solenoid valve 304. When the sensor 54 is submerged in the accumulated particulate material the valve 304 is electrically closed.
The primary function of lower sensor 55, when not submerged in particulate material, is to sigllal a warning of insufficient accumulation of solids in upper hopper 26a for proper process operation. Particulate material feed rate in~o the process housiny 9 is slightly greater tilan the capacity of 1~.23,~3 the process circuit, thus the solids input regulated b~/ sensors 54 and 55 provide a prescribed level of particulate matcrial to be maintained in the first stage upper hopper 26a suEficient to bloc~ annular passageway 25 to liquid flow and at a level low enough so that the accumulated par~iculate mate--ial ~
not overflow into central liquid passagcway 21d. ~s will be explained hereinafter, this prescribed level of particulate material can also be maintained through a direct mechanical coupling between a mechanical inlet valve much as inlet valve 404 and the housing 409 when the housing is mounted to have vertical compliance that will respond to the varying total weight of the housing 409 and its contents as illustrated in Figure 9.
Referring now to Fig. 3, the gimble support for the housing is illustrated as including an inverted U-shaped primary frame 65 having spaced parallel upstanding standards - or struts 65a and 65b. The upper ends of the standards 65a and 65b are joined by a horizontal, laterall~ exte~ g, cross beam 65c.
Below the c~oss beam 65c is a smaller inverted U-shaped bale or strap 67 having spaced, vertically, parallel arms 67a and 67b (not shown on drawing) the upper ends of which are joined by a horizontal cross bar 67c which extends beneath the central portion of beam 65c, as seen in Fig. 4. A pivot shaft 68 along axis ~ connects the midportions of beam 65c and bar 67c.
Trunions 69 which protrude from opposite sides of the housing 9, namely, casing 10, are received by the lower ends of arms 67a and 67b. Also, pins, such as pin 69a, and brackets, such as bracket 69b, secure the casing 10 to the arms 67a and 67b above the trunions 69.
~.~.23~
For oscillating the strap 67 about axis ~, a reciprocation rod 74 leading from a suitable prime mover, such as a crank (not shown) of a motor (not shown). The rod 74 is connected through a turn-buckle 73 and a self-aligning bearing 75 to a stub shaft 79 protruding from one arm 67a. Thus, when the rod 74 is reciprocated as indicated by arrow 77, -the strap 67 will be rocked back and forth about pivot shaft 68 and vertical axis ~.
The lower chamber 11 is supported for oscillation with chamber 10 by circumferentially spaced cylindrical rollers 71 carried by U-shaped brackets 76 on a support ring 70.
Appropriate braces 77 extending from standards 65a, 65b support ring 70. The axes of rollers 71 are inclined to permit the outer surface of wall 18 to ride against the inner peripheries of the rollers 71.
Strain gauges 78a and 78b on standards 65a and 65b, respPctively, function to weigh the slurry within the housing, and in lieu of sensors 54 and 55, can provide the colltrol signal to regulate the particulates level in upper hoppcr 26a.
In Figs, 5 and 6 a modified form of upper casing 210, for housing 209, is shown. This upper casing 210 forms an upper separation zone 222a and a portion of upper hopper 26a as defined by a cylindrical upper side wall 214 having flange 216 and a conical top wall 215 closed at its apex. A tube 239c passes through the apex of wall 215 so that air is withdrawn via aspirator 239, and fed to discharge conduit 235.
The deflector 220 is attached to lower housing portion of casing 11 as previously described and is disposed within wall 214 and comprises a frusto-conical skirt 223 and, at its upper end, a _ylindrical neck 22~,through which discharge conduit 235 passes unattached by way of upper end opcn U-shaped recess 221c. Neck 221 and wall 214 are concentric about vertical axis ~. Flat, circumferentially evenly spaced, radially ~ 3 J ~ ~
disposed, vertical baffles or paddles 230, which are attached to deflector 220, ex-tend to inner surface of wal] 14 to which they are unattached.
A straight tubular intake conduit 233 extends tangentlally through the upper peripheral portion oE wall 214, adjacent its top wall 15 for discharging the slurry in a tangential horizontal direction along the inside periphery of wall 214. Conduit 233 has an inwardly beveled discharge mouth 232.
10The baffles 230 are disposed vertically below both the discharge mouth 232 and the upper lip or rim 221a.
That portion of the system, not shown in Figs. 5 and 6 is identical to the system previously described.
The discharge of slurry through pipe 233 and into the upper casing 210 of the housing 209, creates a whirlpool flow spiraling inwardly to the opening between wall 15 and the lip or upper edge 221a, as indicated by arrows in Fig. 6.
- This flow in the uppermost unobstructed zone of casing 210 is, itself, essentially unobstructed and, hence, the particulate material is thrown outwardly by centrifugal force, toward wall 314, and to a gravitational fallout into the first stage upper hopper 26a.
The radially extending vanes or baffles 230, which are below the unobstructed zone, tend to arrest this swirling whirlpool motion below the baffles. Between the unobstructed zone and the upper edge of the baffles 230, some eddy currents are created which in themselves, create centrifugal forces tending to separate the particulate material from suspension.
Within the area of the baffles 230, and below, the liquid flow path is substantially eliminated and thus permits settling of the particulate material onto skirt 223 in a manner previously described into the upper particulates hopper 26a.
In Fi~. 7, a closed system is il1ustrated. ~n this system a closed liquld -tank 300 carries a sol:ids input spout or collar 301 to which solids (particulate material) are fed via gravity Erom solicls or ore feeder 303 through valve 304. The lower open end 301a of collar 301 terminates within a funnel shaped mixing hopper 302 disposed below the normal liquid level L in the tank 300. The mixing hopper 302 feeds the slurry of solids (particulate material) and liquid, via pipe 308 and pump 310 to the intake conduit 338 of the housing 309.
The effluent from the lower casing 11 is fed via pipe 313 to the top of a cyclone separator 315 where the solids are separated from the liquid and these solids are discharged, via pipe 318 and valve 319 as waste.
The separator 315 is within tank 300, as illustrated, so that the liquid will spill over the rim or lip of separator 315 into tank 300. Make-up liquid is fed to the tank 300, via pipe 305 to maintain the level L.
Mixing, in the closed system of Fig. 7 is automatically accomplished due to the circulation of the liquid and its progressive entrainment of the solids as the liquid flows into mixing hopper 302. The flow rate of the circu]ating liquid and the feed rate of the solids will determine the make-up of the resulting slurry.
l~.Z~753 In Fig. 8 a system is illustrated, a system similar to that shown in Fig. 7, but instead of pump 310 providing the force to transport the fluid and solids through the process circuit as shown in Fig. 7, in Fig. 8 gravity is used as the transporting force. The housing 309 is placed so that the fluid will flow by gravity from liquid tank 300 through the housing 309 and into a second liquid tank 300a. Many process units can be connected to common liquid tanks such as ten to fifty, or more units, all deriving their liquid from liquid tank 300 and then depositing their liquid into the second liquid tank 300a where a single pump, such as pump 360, recycles the liquid back into the first liquid tank 300. Valves 350 and 351 regulate liquid flow rate.
In Fig. 9 a system is illustrated which is operated ` either as shown in Fig. 7 or Fig. 8 but having the process housing 409 mounted on a spring 472 in frame 473 so as to have vertical compliance which will respond to the varying total - weight of the housing 409 and its contents with a direct mechanical coupling through lever 475 to the valve 404 of solids or ore feeder 403 to govern the solids input into the process circuit including tank 400, collar 401, mixing hopper 402, end 401a and pump 410, all similar to the corresponding elements of Figs. 7 and 8.
OPERATION
From the foregoing description, the operation of the present system should be apparent. In Fig. 1, it will be understood that the slurry of liquid or gas and finally divided particulate material, such as gold ore, is fed into conduit 33 and thence passes into the upper chamber 22a travelling in a torical path outwardly.
The function of upper chamber 22a is to so~arate the bulk of particul~te material carried into housing 9 from ~ 3 the liquid carrier and thus separate the particuLate material flow path from the liquid flow path through the area o~ the process circuit where the relative1y heavy and relativ-]y light particulate constituents are separated to be discharged separately. Another function of upper chamber 22a is to pro-vide a particulate material feed hopper 26a, wllich is directly coupled and coactive with a lower particulate material hopper 26b in lower chamber 22b. Lower hopper 26b is the major work area of the process circuit for the selective separation and discharge of the particulate material. In this first stage upper chamber 22a, two forces coact for the removal of the particulate material from suspension in the liquid flow path.
First, the centrifugal action of the torical path causes the particulate material to be thrown out toward the wall 14 while the movement from a restricted path such as conduit 33 into a substantially larger area of the chamber 22a causes a reduction in the velocity of the slurry, thereby permitting the particulate material to settle out and collec-t in the first stage upper particulate material hopper 26a.
With the use of sensors 54 and 55 located in the first stage hopper 26a portion of upper chamber 22a, or other means herein described, a prescribed level of particulate material is maintained in the upper particulate material hopper 26a. Sensor 55 monitors the lower level to insure sufficient accumulation to block annular passageway 25 to liquid flow while sensor 54 monitors the upper level to insure that no particulate material will overflow into central liquid ~passageway 21d.
Should excessive particulate material be collected in upper particulate material hopper 26a, and thus build up to sensor 54, sensor 54 will indicate a change in resistance between elements 54a and 54b and thereby signal through an appropriate control 47a the operation of valve 304 so as to restrict the flow of particulate material into housin~ 9, until the level of -~.23 1 53 particulate material has reached the sensor 55. The sensor 55 then signals through control 47a that valve 304 is to ayain open.
With the conditions as described the entire liquid flow path throuyh the process circuit can be traced as follows:
The liquid enters the housiny 9 throuyh conduit 33 and thence passes into the upper chamber 22a travelling in a torical path outwardly and then inwardly, and having dropped the bulk of any particulate material it carries into housing 9, it is then directed to central passageway 21d, since annular passageway 25 is blocked to liquid flow. The liquid flow path is then directed down through the central liquid passageway 21d, of the neck 21 and skirt 23 of deflector 20, into recess 46, w~ich is the area of reunion with the particulate material; it then makes an abrupt 180 turn to enter, upwardly, into the mouth 36 of conduit 35 and thus discharged to complete its flow path through housing 9.
The particulate material flow path through the process circuit is traced as follows: The particulate material is carried into housing 9 in a slurry by conduit 33 and thence passes into the upper chamber 22a, travelling in a torical path outwardly, and is caused to fall from suspension from the liquid carrier flow path as previously described, and thus begins the gravity directed portion of the particulate material flow path through the process circuit. It then settles out and collects in the first stage upper particulate material hopper 26a. The first stage upper particulate material hopper 26a is stacked above and is directly coupled by way of annular passage-way 25 to the lower particulate material hopper 26b in lower chamber 22b. Continuing its gravity directed portion of its flow path through the process circuit, which is isolated from the liquid flow path, the particulate material passes through annular passageway 25 into lower particulate material hopper 26b.
~.Z37~
It will be remembered that the housing, namely the upper casing 10 arld the lower casing ll, are simultaneously rocked or oscillated back and forth about axis a and hence riffles 60a, located in the area of lower particulate material hopper 26b, are moved back and forth in an oscillatory action which cau$es the particulate material in this area to be stratified according to relative weight and also it is a controllable stimulation to the gravity induced flow rate of the particulate material through lower particulate material hopper 26b.
The particulate material completes its flow path through the process circuit by way of either of two exits from the lower particulate material hopper 26b Wh.iCIl al-e locatc.l on its inner boundary. A discharge means from the lowermost strata of particulate material from the lower hopper 26b, which would be the relatively heavier constituents, is passageway 49 to particulates discharge port 18a with the output controlled by valve 40a. A discharge means from the upper most strata of particulate material from lower hopper 26b, which would be the relatively lighter constituents, is spillway lip 45 over which the lighter constituents overflow into recess 46 where they are then reunited with the liquid flow path and discharged through conduit 35.
Isolated from the liquid flow path and thus unaffec-ted by the liquid flow rate, the flow of particulate material through lower hopper 26b has both a coarse and fine adjustment.
It will be remembered that deflector 20 can be raised or lowered by adjustment screws 28 and thus changing the descent angle ~',;"
between annular passageway 25 to spillway lip 45. This function provides a coarse adjustment for the particulate material flow rate while oscillation or agitation has a leveling effect on the particulate material stimulating gravity induced flow and thus 37~i3 provides a fine adjustment of the particulate materlal flow rate through the lower hopper 26b as it moves from the relatively elevated annular passageway 25 to spillway lip 45. Through these combined functions exposure time of the transient particulate material through lower hopper 26b can be regulated to allow the solid particles of various specific densities to stratify causing the relatively lighter constituent to be directed to the uppermost strata discharge means, past spillway lip 45, and directing the relatively heavier constituents to lower strata discharge means through passageway 49.
As particulate material passes through lower hopper 26b past overflow spillway lip 45, the uppermost strata dis-charge means, and through lowermost strata ~ischar~e mealls, passageway 49 through particulate material discharge port 18a and through controlled particulate material discharge valve 40a, regulating the amount of particulate material output by valve 40a will determine the proportional division and discharge from the upjermost strata and from the lowermost strata of the particulate material being processed.
With the first stage particulate hopper 26a over the second stage particulate hopper 26b, the amount of particulate material transferred from the hopper 26a to the hopper 26b is automatically regulated. In other words, a fully filled second stage hopper 26b will block additional particulate material from the first stage hopper 26a from flowing into hopper 26b through the annular passageway 25. Hence, the amount of particulate material withdrawn through the valve 40a and discharged past spillway lip 45 has a direct relationship to the amount of material passing through the annular passageway 25.
Particulate material of various specific densities may be transported in a fluidic medium into the apparatus for separation and concentration of the relatively heavier particu-late material. This may be done with the water-tight apparatus , ~ ~
.
.23'753 submerged over a sea bed, in placer mining, upon land, or even upon extra-terrestial bodies. For example, gold or other heavy minerals may be recovered through its use by transporting heavy mineral bearing particulate material intermixed with gravel with a mixture of sea water and undissolved air into the apparatus with effective application of the process e~-tending into a very fine particle size range susbtantially below a minus 200 mesh size which is a size range normally beyond commercial application of gravity mineral beneficiation devices. The material may be forced through the fluid-tight housing by motor means (pump 310) either pushing the material through the intake conduit or motor ...
means pulling the material through the outlet conduit or simply by force of gravity alone as illustrated in Fi9. 8.
The oscillation of the housing by the rod 74 is usually accomplished with the rod 74 travelling less than one inch. Fine adjustment of the system is accomplished by in-creasing or decreasing the amount of agitation or oscillation of the housing 9. Fine adjustment is also accomplished by increasing or decreasing the flow rate of the liquid. Coarse adjustment is accomplished by manipulation of bolts 28. These fine adjustments can be automated to make corrections in response to a feedback signal derived from monitoring the out-puts of the system and thereby obtain an ideal balance between ~;~ process recovery efficiency and process capacity.
Through the system thus described the objects of the present invention are achieved. For e~ample, the mechanism of the present invention may be operated totally submerged in sea water with a pump picking up a mixture of sea water and bottom solids from an ocean floor and feeding this slurry through conduit 38 to the housing 9. The discharge from conduit 40 can be fed to a surface ship.
3~
The gases are continuously purgecl from the system by aspirator 39. The sensors 48, 54 and 55 control the operation of the system continuously by detecting the conditions within the system, or functions of sensors 54 and 55 can be substituted by stress gauges or by mounting the housing 9 to have vertical compliance with a direct mechanical coupling to particulate material input valve 304.
The system is also free of any fixed enrichment ratio, so that it may be operated where the slurry has only a small percentage of heavy constituents or a very large percentage of heavy constituents. This is accomplished with the use of valve 40a which allows the relatively heavier constituents to reach a predetermined level of concentration before being dis-charged.
The system separates the liquid Elow path from the particulate material flow path through the process circuit and provides means to independently regulate the flow rates of the liquid and particulate material.
With both coarse and fine adjustable means the flow rate of particulate material can be regulated to determille the exposure time of the particulate material as it passes through lower hopper 26b.
By separating the liquid and particulate material flow paths the system also eliminates restriction to a single and combined flow rate and flow path for both the liquid and particulate material found in prior gravity type mineral beneficiation devices.
The system also eliminates surface turbulence such as that generated in the open trough devices with their inseparable liquid and particulate material flow paths. Such surface turbulence is eliminated by isolating the particulate material flow path through lower hopper 26b from the liquid flow path, with another contributinq factor, the closed chamber l~.Z37~i3 technique, providing smooth laminar flow conditions through the process circuit.
With upper hopper 26a directly coupled by passageway 25 to lower hopper 26b, which is the major area of particulates selective separation, particulate material transferred from the upper hopper into the lower hopper is automatic and contingent to exposure time of par-ticulate material as it passes through lower hopper 26b.
Controlling the output from lower hopper 26b with valve 40a provides a readily adjustable means for the proportional division and discharge from the uppermost strata and from the lowermost strata of the particulate material being processed.
The system eliminates any middlings product by havin~
only two exits from lower hopper 26b so that the particulate material is worked and exposed to stratification oeration until it is separated to be discharged as either valuable concentrate or waste product.
The system also eliminates feed density as a factor in process efficiency. Unlike prior devices where the liquid and particulate material follow a common flow path past the area of selective separation in their process circuit, with feed density a critical factor in process efficiency, with the system herein described the work area lower hopper 26b is isolated from the liquid flow path by, and directly fed from, upper hopper 26a eliminating completing feed density as a factor in process efficiency.
The system can be automated and set to automatically determine and maintain maximum capacity in response to feedback signals derived from the outputs of the system to regulate the liquid flow rate and particulate material exposure time (flow rate) to achieve the desired balance between process efficiency and process capacity.
i~.23~5~
The system can also be operated with a centrifugal cyclone type of particulate material delivered into the upper hopper 26a.
Compared to prior devices the system herein described provides a far more linear recovery response through a broader range of particle sizes by reducing or eliminating surface turbulence and restriction to a combined and single flow rate of the liquid and particulate material as found in these prior devices.
The system herein described is also useful in coal preparation for the removal of the relatively heavier deleterious constituents normally found ~ith coal such as pyrite, marcasite and other forms of extraneous or secondary ash.
3,595,385 July 1971 D~FF
Heretofore, particulate materials of diverse specific gravities carried in a fluidic medium were generally separated and concentratecl through the use of sloping particle separators such as those dating back to the ancient riffle sluices to the more recent undercut sluice types including the spiral, the cone, the LAMFLO concentrator and the undercut sluice tray.
Such devices, which are exemplified by those disclosed in U.S.
patent Nos. 1,291,137, January 1919, REED; 1,986,179, January 1935, ALLISON and 2,989,184, June 1961, GOBATTI
were so constructed as to be open to ambient atmospherLc 13'.23753 pressure. When these devices were used in placcr minin~l ancl beneficiation of milled ores their operatiollal eFf-iciellcics ~ere limited, particularly in the separation and concentration of particulates of fine size, by the presence of surface turbulence and the necessity of maintaining a single flow rate through the entire separation circuit duriny processing. In these prior art devices this single flow rate had to be maintained at a velocity sufficient to transport all the particulate material being processed through the entire process circuit and therefore at such a flow velocity that there was a tendency to retain the very finest particles, in suspension.
Also, in these devices the fluid carrier transport flow rate was inseparable from the particulates flow rate.
Particulates flow rate determines exposure time of the particulates at the point of selective separation when passing through the process circuit, and these prior art devices had no means to adjust particulates flow rate, i.e., exposure time, independently from the fluid carrier flow rate.
Indeed, these prior art devices had no means to readily adjust the proportional division and discharge ~rom the uppermost strata and from the lowermost strata of the particulates being processed. ~hese devices operated with a substantially fixed enrichment ratio usually necessitating successive processing stages to achieve an acceptable concentration of the relatively heavier mineral from an ore feed. As a part of their operation, a middlings product was ~2375~
usually ~enerated by these devi~c!s, the product rcclu:irillg recyelinc3 and additio~ l material llallcllillg. i~lso, witl prior art deviees, the Eeed density, i.e. the ratio oE
particulates to the fluid earrier, was a crit:ical fac-tor in the efficiency of the separating process and had to be maintained within close toleranees. For example, with some of thcse deviees the feed denslty was reeommended to be maintained wi-thin 5~ limits. Furthermore, these prior art devices had no adjustable means to readily respond to a Eeedback si~nal to optimize process performanee, nor were the general flow paths of the fluidie medium and the partieulates separable.
To eliminate some of these undesirable features, a elosed ehamber type separator was reeently developed as diselosed by U.S. patent No. 3,537,581, November 11, 1970, BAUMMER. Upon entering sueh a ehamber through an inlet passage the flow rate of material was redueed and dissipated in a substantially larger spaee thereby ereating a controllable faetor eapable of dietating the fallout pattern of the solid partieulate material earried by the fluidie medium. Within the ehamber, a partial separation of the fluid flow path and -the solid flow path was achieved. The solid material, havill~! fallc from a suspension in the fluidie medium as a result of the redueed flow rate, followed a gravity directed path through a proeessing area that was operated under relatively smooth, laminar flow conditions, substantially void of surface turbulence.
1~23753 Thou~h the just described closed-charnber type separators have produced a decisive advance in the art of separating particulate materials, they have been lac]cing in certain respects.
For example, these devices have typically required intermittent suspensions of opera-tions in order to recover the separated material. Input and discharge of particulates has not been automatically controlled. Gas blockage has frequently limited performance. Near complete separation of particles from the fluidic medium has not been achieved. Particulates flow rate has not been controlled independently from fluid flow rate and the proportional division and discharge from the uppermost strata and from the lowermost strata of parti-culates, being processed, has not been controlled.
The prior art closed chamber type separators have had no provisions for continuous operation of the process in a manner that would exempt the process from a fixed enrichment ratio; nor do they have provisions for continuous operation of the process with the elimination of a middlings product.
Feed density, as a critical factor in the operating efficiency of the prior art closed chamber process, has not been eliminated to any substantial extent nor have such prior art devices provided adjustable means to readily respond to a feed back signal to optimize process performance.
No means were provided to accommodate centrifugal delivery of particulates into the closed chamber.
Accordingly, it is a general object of the present invention to provide improved apparatus and process for separating and concentrating particulate materials which will overcome various of the disadvan-tages described above.
~.23753 The invention ln this Divisional application comprehends in one aspect a process for the recovery of heavy constituents from particulate material carried in a fluid slurry, comprising passing a flow of the slurry along a prescribed path, separatiny the particulate material from the transportation fl~lid of tllc slurry in a first separation zone along the path, accumulating the particulate material in a first accumulation zone, measuring the accumulation of the particulate material in the first accumulation zone and regulating the flow of the slurry along the path in response thereto, passing the particulate material along a second - prescribed path, stratifying the particulate material as it is moved along the second path, and removing a light portion from the particulate material as it is moved along the second path.
A further aspect of the invention in t]liS DiViSiOII.Il application pertains to an apparatus for separating the heavy i particulate material from a fluid slurry including a housing defining an essentially closed chamber having a generally cylindrical side wall and intake means for introducing the fluid slurry tangentially into the chamber so that it moves in a circular path within the upper portion of the chamber to dis-charge the particulate material outward by centrifugal force.
Baffles are disposed within the chamber inwardly of the wall - for retarding the circular movement of the slurry to permit settling of the particulate material therefrom. A fluid passage-way inwardly of the baffles is provided for removing the fluid of the slurry and deflector means direct the particulate material thrown out of the fluid by centrifugal force and settled out of the fluid into a common path. Means are provided for progressively removing the particulate material from the common path.
Other aspects, features and advantages of the present invention will become apparent from the following description when taken in conjunction with the accompanying drawings, where-in like characters of reference designate the corresponding parts throughout the several views.
1~.23~, 53 BRIEF DESCRIPTION OF TIIE DRAWINGS
Figure 1 is a vertical sectional view, of a particulate material separating and concentrating apparatus embodying principles of the present invention;
Figure 2 is a cross-sectional view of a bottom portion of the housing of the apparatus shown in Figure 1, and discharge conduit and skirt being removed for clarity;
Figure 3 is a side elevational view of the exterior of the apparatus shown in Figure 1, the apparatus bein~
supported by a frame structure for rocking or oscillatory movement;
Figure 4 is a fragmentary plan view of a portion of the apparatus illustrated in Figure 3;
Figure 5 is a vertical sectional view of an upper portion of the apparatus similar to the apparatus of Figure 1, and depicting a modified form of the apparatus;
Figure 6 is a cross-sectional view of that portion of the apparatus shown in Figure 5;
Figure 7 is a schematic diagram showing the use of the apparatus of the present invention in a closed system;
Figure 8 is a schematic diagram of the present invention in a gravity operated mode; and Figure 9 is a schematic diagram of the present invention illustrating a direct mechanical coupling to control solids input, appearing with Figure 7.
DESCRIPTION OF THE PREFERRED E~ODIMEN _ Referring now in more detail to the dra~ g, there is shown in Figs. 1 - 4 solids or particulate material separating and concentrating apparatus comprising a fluid-tight housing 9 having an upper housing portion or casing 10 l~.Z37~
detachably connected to a lower housing portion or casing 11 along a horizontal plane 12. The upper housing portion 10 includes a cylindrical side wall 14 closed at -the upper end by a conical upwardly tapered, top wall 15. A circumferential flange 16 is mounted radially alony the lower end of side wall 14 and abuts a flange 17 mounted to the upper edge of a frusto-conical side wall 18 of lower housing portion 11. Unshown connecting means detachably hold the two flanges 16 and 17 together for detachably connecting the upper and lower portions of the housing 9. Housing 9 is generally symmetrical about its vertical axis a (Figure 3).
In more detail, the lower casing 11 or portion, as seen best in Fig. 1, includes a conical bottom portion or wall 13 integrally joined along a common edge 19 to the upper side wall 18. The upper edge of the side wall 18 carries the flange 17. The wall 18 tapers conically downwardly and inwardly from flange 17 and the conical bottom wall 13 converges downwardly and inwardly at a less slope than the slope of wall 18. The lower apex of bottom portion terminates at axis a in a particuiate discharge port 18a.
It is thus seen that the elements described above, namely side wall 14, top wall 15, side wall 18, bottom wall 13 and flanges 16 and 17 of housing 9 are concentric about the vertical axis ~ and the edges of flanges 16 and 17 and edge 19, are disposed on radial horizon-tal planes parallel to each other.
As best seen in Fig. 1, a hollow, upright, tubular frusto-conical deflector 20 is disposed concentrically within the interior of the housing 9. The upper end portion of deflector 20 includes a hollow, tubular cylindrical neck 21 which is open at both its upper end edge or lip 21a and its lower end of edge 21b and has a central vertical passageway 21d.
The lower end 21b is integrally joined to the upper circular ~.237~3 edge of the frusto-conical body or skirt 23 of deflector 20 to form a common edge. The skirt 23 flares or diverges downwardly and outwardly from the neck 21 and terminates at its lowermost portion in a circular peripheral odge 23a, disposed in a radial plane. Edge 23a terminates in spaced relationship to the inner downwardly con~erging wall 18 to define an annular passageway 25.
It is now seen that the deflector 20 separates the chamber of the housing 9 into an upper chamber 22a with a particulates hopper 26a and a lower chamber 22b, with a particulates hopper 26b in communication with each other through the annular passageway 25 and through the central passageway 21d, defined by the hollow neck 21 and skirt 23 of the deflector 20. Lower hopper 26b is more specifically - defined as being bound on the periphery by the lower portion of wall 18 to an elevation abutting annular passageway 25 and on the inner boundary by deflector 42 to the elevation of spillway lip 45. The upper boundary is the adjustable diagonal between annular passageway 25 and spillway lip 45. The lower boundary on the periphery is the junction of wall 18 and bottom wall 13 and on the inner boundary, bottom wall 13 at its junction with passageway 49.
The function of upper chamber 22a is to separate the liquid carrier flow path from the particulate material flow path and also to provide an internal particulate material feed hopper 26a which is directly coupled through annular passageway 25 to second stage lower particulate material hopper 26b in lower chamber 22b. Separation of the liquid from the particulate material, and thus their flow paths, is accomplished through a combination of centrifugal action, dissipated flow rate and gravitational settling that separates the bulk of particulate material from the primary flow path of the liquid, causing the particulate material to fall from suspension and settle into the upper hopper 26a which is generally deEined by skirt 23 on the inner boundary, walls 14 and 18 on the periphery to an elevation of sensor 54 and having a lower boundary, passageway 25. Having dropped the bulk of particula-te material that i-t carries into housing 9, the liquid flow path is directed through central passageway 21d since annular passageway 25 is blocked to liquid flow by an accumulation of particulate material.
Liquid flow rate through this area can be adjusted to leave only microscopic particles or undesirable slime in suspension and thus carry these detriments directly through the process chamber to discharge. The second stage lower hopper 26b in chamber 22b forms a second separation zone in which separation of the heavy constituents from the lighter constituents of -the particulate material takes place.
Passing through the second separation zone and isolated from the liquid flow path, particulate material is in a gravity induced flow path, having entered through annular passageway 25 from its temporary storage in upper hopper 26a.
Through this second separation zone the flow rate of particulate material is adjusted independently from the liquid flow rate as it is also subjected to a stratification aeration in which the heaviest constituents can be withdrawn separately from the lighter constltuents. The lighter constituents, after com-pleting their pass through the second separation zone, second stage hopper 26b, are then reunited with the liquid flow path as they spill over into recess 46 and thus discharge from housing 9 separately from the heavier constituents. This will be explained more fully hereinafter.
The deflector 20 is supported by a plurality of upstanding bolts 28 which are threadedly received through the bottom 13, these bolts 28 being circumferentially spaced ~: _g_ Z3~S3 around axis ~ in parallel relationship to each other. ~he bolts 28 have lower heads 28a which are externally ol: the housing 9. The upper ends of the bolts 28, however, terminate within the casing ll in a common transverse or radial plane, the upper ends beiny respectively received in and journalled by circumferentially spaced bearing blocks 29. The bearing - blocks 29 are secured to the inner surfaces of the skirt 23, inwardly of and above the peripheral edge 23a. It is thus seen that, by manipulation of the screws 28, the deflector 20 lO may be incrementally raised and lowered changing its relative position or descent angle to spillway lip 45 and thus providi a course adjustment for the flow rate of particulate material through lower hopper 26b. Increasing or decreasing stimulation of gravity induced flow of particulate material by varying the oscillation or agitation applied to housing 9 provides a fine adjustment of the particulate material flow rate through lower hopper 26b.
In the upper chamber 22a, along the axis cl, is a radially disposed upper baffle or plate 30, the function of 20 which is to direct the incoming slurry, consisting of fluid medium and suspended particulate material, radially outwardly within the first stage separation zone or chamber 22a. The upper baffle 30 is a flat, disc-shaped member conce~Ltrically disposed in casing lO, the baffle 30 being suspended from top wall 15 by circumferentially equally spaced bolts 34.
In more detail, the bolts 34 pass through circum-ferentially spaced holes in the top wall 15 and through corresponding holes in baffle 30, the shanks of bolts 34 receiving, respectively, spacer sleeves 34a which rigidly 30 position the baffle 30 in place. By replacement of the bolts 34 and sleeves 34a the vertical position of the baffle 30 can be varied up or down, as desired.
l~.Z3~53 At the up~er central portion of baffle 30, alol~g axis a, is an upstandiny curved conical projection 31. This projection 31 is in axial alignment with the downwardly opening discharye mouth or exit opening 32 of an intake or feed conduit 33 which protrudes along axis a coaxially downwardly through and is carried by the central portion of top wall 15. The inner end of conduit 33, defining mouth 32, termina-tes within the upper chamber, or separation zone 22a and is provided with a radially disposed peripheral flange 33a spaced above and parallel to the upper surface of baffle 30. The outer end of conduit 33 terminates outwardly of the top wa:Ll 15 and receives thereon a flexible infeed hose 38, seen in Fig. 3. The function of flexible hose 38 is to feed the slurry into the housing 9, through conduit 33.
The slurry is preferably fed under pressure and at a sufficient velocity that when the slurry is introduced axially downwardly into the upper casing 10, the slurry engages the upper baffle 30 and is directed radially outwardly in all directions, as shown by arrows in Fig. 1, into the upper chamber or separation zone 22a.
If desired, the intake pipe or conduit 33 can be loosely retained by top wall 15 so that the housing 9, can be oscillated about a ~s a without disturbing the conduit 33. If, however, the conduit 33 is fixedly secured to wall 15, as illustrated, the flexibility of hose 38 is sufficient to permit oscillation about axis a.
Various control means, such as pump 310 in Figure 7 can be employed to control the volume and velocity of the feed slurry, and subsequently the liquid through its isolated flow path. Also in a gravity operated mode as shown in Figure 8 the rate of flow can be controlled by the discharye as described hereinafter.
l~.Z3753 The baffle 30 is of s~bstantially smaller diameter than the diameter of its concentric side wall 1~ but is of larger diameter than the mouth 32. The baffle 30 i8 concentric to and spaced above the neck 21 in spaced relationship to the upper end of lip 21a to allow for adjustment of deflector 20.
Hence, the return liquid flow can readily pass between lip 21a ;~ and the bottom surface of baffle 30 and, thence, into the axially disposed central passageway 21d of the neck 21 and skirt 23. The inside diameter of the central passageway 21d - 10 preferably is larger than the diameter of conduit 33 so that ; a free flow of liquid can be handled.
The effluent (slurry discharge) of the system is withdrawn through an L-shaped eduction tube or discharge conduit 35, one leg of which extends axially or vertically along axis a and the other leg of which extends horizontally or radially and unattached through an upwardly open U-shaped recess 21c in the neck 21 and, thence, outwardly through the side wall 14 so that its outer end, outwardly of the side wall 14, receives a flexible discharge hose 35a, shown in Fig. 3.
The axially disposed leg of the L-shaped conduit 35 is of smaller diameter than passageway 21d and extends - downwardly from the inner end of its associated leg to terminate in a downwardly opening mouth or intake opening 36, below the lowermost edge of peripheral edge 23a of skirt 23 but well above the bottom surface 24 of bottom wall 13.
Substantially all liquid and the lighter constituents of the slurry are withdrawn through this eduction tube or discharge conduit 35, being discharged through flexible discharge hose 35a.
It will be understood by those skilled in the art that, by the introduction through conduit 33, in~o upper chamber or separation zone 22a of a slurry, in which 1~ Z 3~i 5 ~
particulate material is suspended, the particulate m~terial having various specific gravities greater than the liquid in which it is entrailled, a separation of the liquid and the particulate material is caused to take place. q~his is because the slurry is caused to travel in a torical path radially outwardly and then inwardly in the large upper chamber 22a.
The effect of such movement is two fold. First, due to centrifugal force, the particulate material is thrown outwardly toward the side wall 14 and, secondly, the decrease in velocity causes the particulate material to be dropped out of suspension from the licluid flow path.
Generally speaking, the size of the upper chamber or separation zone 22a and the velocity of the slurry, as well as the varioùs specific gravities of the particulate material will determine the efficiency of this first stage separation.
It is usually desirable to control the flow rate into chamber 22a so as to permit the liquid of the slurry to retain, in suspension, only microscopic particles or slimes, while flinging out and dropping out by gravity the bulk of particulate material.
The bulk of particulate material thus collects in upper hopper 26a along the walls 14 and 18 and against the skirt 23 of defleetor 20, is thence directed by the downwardly converging surfaces of the wall 18 and the skirt 23 towarcl the annular passageway 25. The microseopie particles or slime, however, remain in suspension and are carried up and over the lip or upper edge 21a and into passageway 21d.
Within the lower chamber, or second separation zone 22b is a second or lower baffle or deflector block, denoted generally by numeral 42. This baffle 42 is concentrically located along axis ~ and has a downwardly converging conical, bottom surface 42a and an upwardly converging frusto-conical 3~3 side wall 42b. The upper edge of the upwardl~ converying conical wall ~2b terminates at an upper annular edgc or lip 45 disposed in a horizontal radial plane normally spaced below the radial plane of peripheral edge 23a. Lip 45 is aligned in a common plane with edge 19.
The upper portion of lower baffle 42 has a central cup-like recess 46, defined by a flat planar radially disposed upper central surface 43 and a conical, upwardly diverging dam wall 44. Thus, walls 42b and 44 converge upwardly to define the arcuate, annular ring dam or spillway having an upper lip or edge 45 in a radial plane and over which spill the lighter constituents into recess 46 from lower hopper 26b upon oscillation of the housing and lower baffle 42.
Between the radially extending portion of discharge pipe 35 and the top of chamber 22a is an aspirator 39 including a venturi tube 39a disposed within the radial portion of pipe 35. The t,ube 39a has a funnel shaped mouth, disposed along the axis of conduit 35, the mouth diverging in the direction of flow. The body of the tube 39a is L-shaped and passes outwardly through the side of conduit 35 and then through top wall 15 to terminate outside the housing 9.
The aspirator 39 also includes a flexible hose 39b leading from the protruding end of tube 39a to a stub tube 39c, the stub tube 39c passing through top wall 15 adjac~nt ~o conduit 33.
Upon the flow of fluid, i.e., liquid through conduit 35, a suction will be drawn by aspirator 39 so as to withdraw air from the uppermost part of chamber 22a and entrain the air in the effluent.
Returning now to the lower baffle 42, it is understood that the upper surface 43 of the recess 46 is disposed immediately below the mouth 36 of the eduction tube or discharge ~.Z3~5~
conduit 35. ~lence, the substantially isolated liquid flow path passes through passageway 21d in neck 21 and skirt 23 thence downwardly in a generally axial direction, in-to the recess 46 of baffle 42 then mal~es an abrupt 180 turn to enter, upwardly, into the mouth 36. Mouth 36 is positioned to pick-up and discharge through conduit 35 all particulate material that has entered into recess 46 past spillway lip or edge 45.
Oscillation or agitation of the particulate material in the lower liopper 26b both stratifies the particulate material according to their relative weights and also stimulates the gravity induced flow of particulate material through this area.
The flow path of particulate material through the lower hopper 26b, begins with its entrance by way of passageway 25 which is a direct coupling between upper particulates hopper 26a in chamber 22a and the lower hopper 26b. The particulate material in a gravity induced flow moves to either of two exits, past spillway lip 45 into recess 46, which is a discharge means from the upper strata of particulate material, or through passageway 49 which is a discharge means from the lower strata of particulate material. The adjustable output from the lower strata by way of passageway 49, p~rt 18a, and valve 40a provides a readily adjustable means for the proportional division and discharge from the upper strata and from the lower strata of the particulate material being processed. Also, with the direct coupling, passageway 25, between the stacked first stage hopper 26a and the second stage hopper 26b, par-ticulate material is transferred from the first stage hopper into the second stage hopper equal in amount and at a rate to correspond to the total particulates discharge from the second 3~ stage hopper.
The diameter of the lower baffle or deflector block 42 is about one-half the diameter of bottom wall 13 and the lip or rim 45 terminates in about the same plane as edge 19.
i~.Z375~3 The bafle 42 is supported, in spaced relationship to the bottom surface 24, by a plurality of L-shaped bars which form circumferentially spaced riffles 60, best seen in Fiy. 1 and Fig. 2. In cross-section the riffles are r~ctan~ular.
Thus, the opposed spaced conical surfaces 24 and 42a form a conical downwardly converging discharge passageway 49 for feeding the heavy particulate material toward port 18a.
One arm 60a of each riffle 60 extends radially along surface 24, outwardly of passageway 49. The other arm 60b projects along the side wall 42b of baffle 42. Thus, the riffles 60 define, with surface 24, an array of circumferen-tially spaced, upwardly open, and downwardly and inwardly inclined, or sloping, inwardly converging channels 59, in an annular array around the passageway 49, each of which feeds the particulate material toward the passageway 49, upon oscillation of the housing 9.
Upstanding agitation rods, pegs or fingers 62 are provided in each sloping channel 59. Preferably these rods 62 are disposed in spaced radial alignment midway between riffles 60. These vertical rods 62 terminate in a common radial, horizontal plane above the plane of lip 45 and within skirt 23.
The discharge port 18a communicates with an axially disposed discharge pipe or conduit 40 provided with a remotely controlled, incrementally opening, electro-mechanical valve, such as a solenoid gate valve 40a. The incremental opening and closing of valve 40a is remotely controlled through appropriate electrical controls 47 and cable 50a which, in turn, is connected to a sensor 48 via wires 50. Sensor 48 protrudes up through bottom wall 13 adjacent to wall 42b.
J~
I-t will be understool that the heavy met~1!" s~lcll as gold and lead, are unusually yood electrical conduc~ors. 'l~here-fore, as the density of the heavy constituents builds up, the electrical resis-tance between the electrodes of sensor 48 will progressively drop. The control 47 is set to open and close valve 40 or vary the amount by which the valve 40a is opened or closed, in response to this detected resistance. 'I'he control 47 may be set to open valve 40a when the sensor detects a very low resistance so that the heavy constituen-ts are subjected to a long exposure time or period of stratification (oscillation) whereby only the heaviest constituents are passed tllrouc3h valve 40a or the control 47 can be set for opening valve 40a at a higher resistance whereby less stratification will have taken place. Other known means of density sensing can also be used to perform this function.
As seen in Fig. 1, the lower portion of wall lA
carries an upper limit sensor 54, and the middle portion of wall 18 carries a lower limit sensor 55. ~acll of ~e~ ors l8, 54 and 55 is identical in construction, having two, disc-shaped, aligned electrodes, such as electrodes 54a and 54b, spaced apart by a dielectric wafer 54c and carried on the end of a dielectric shank 54d. Electrical wires 56 and 57 lead from the electrodes of sensors 54 and 55 to an electrical control 47a. Cable 47b leads to the particula-te material infeed solenoid valve 304. When the sensor 54 is submerged in the accumulated particulate material the valve 304 is electrically closed.
The primary function of lower sensor 55, when not submerged in particulate material, is to sigllal a warning of insufficient accumulation of solids in upper hopper 26a for proper process operation. Particulate material feed rate in~o the process housiny 9 is slightly greater tilan the capacity of 1~.23,~3 the process circuit, thus the solids input regulated b~/ sensors 54 and 55 provide a prescribed level of particulate matcrial to be maintained in the first stage upper hopper 26a suEficient to bloc~ annular passageway 25 to liquid flow and at a level low enough so that the accumulated par~iculate mate--ial ~
not overflow into central liquid passagcway 21d. ~s will be explained hereinafter, this prescribed level of particulate material can also be maintained through a direct mechanical coupling between a mechanical inlet valve much as inlet valve 404 and the housing 409 when the housing is mounted to have vertical compliance that will respond to the varying total weight of the housing 409 and its contents as illustrated in Figure 9.
Referring now to Fig. 3, the gimble support for the housing is illustrated as including an inverted U-shaped primary frame 65 having spaced parallel upstanding standards - or struts 65a and 65b. The upper ends of the standards 65a and 65b are joined by a horizontal, laterall~ exte~ g, cross beam 65c.
Below the c~oss beam 65c is a smaller inverted U-shaped bale or strap 67 having spaced, vertically, parallel arms 67a and 67b (not shown on drawing) the upper ends of which are joined by a horizontal cross bar 67c which extends beneath the central portion of beam 65c, as seen in Fig. 4. A pivot shaft 68 along axis ~ connects the midportions of beam 65c and bar 67c.
Trunions 69 which protrude from opposite sides of the housing 9, namely, casing 10, are received by the lower ends of arms 67a and 67b. Also, pins, such as pin 69a, and brackets, such as bracket 69b, secure the casing 10 to the arms 67a and 67b above the trunions 69.
~.~.23~
For oscillating the strap 67 about axis ~, a reciprocation rod 74 leading from a suitable prime mover, such as a crank (not shown) of a motor (not shown). The rod 74 is connected through a turn-buckle 73 and a self-aligning bearing 75 to a stub shaft 79 protruding from one arm 67a. Thus, when the rod 74 is reciprocated as indicated by arrow 77, -the strap 67 will be rocked back and forth about pivot shaft 68 and vertical axis ~.
The lower chamber 11 is supported for oscillation with chamber 10 by circumferentially spaced cylindrical rollers 71 carried by U-shaped brackets 76 on a support ring 70.
Appropriate braces 77 extending from standards 65a, 65b support ring 70. The axes of rollers 71 are inclined to permit the outer surface of wall 18 to ride against the inner peripheries of the rollers 71.
Strain gauges 78a and 78b on standards 65a and 65b, respPctively, function to weigh the slurry within the housing, and in lieu of sensors 54 and 55, can provide the colltrol signal to regulate the particulates level in upper hoppcr 26a.
In Figs, 5 and 6 a modified form of upper casing 210, for housing 209, is shown. This upper casing 210 forms an upper separation zone 222a and a portion of upper hopper 26a as defined by a cylindrical upper side wall 214 having flange 216 and a conical top wall 215 closed at its apex. A tube 239c passes through the apex of wall 215 so that air is withdrawn via aspirator 239, and fed to discharge conduit 235.
The deflector 220 is attached to lower housing portion of casing 11 as previously described and is disposed within wall 214 and comprises a frusto-conical skirt 223 and, at its upper end, a _ylindrical neck 22~,through which discharge conduit 235 passes unattached by way of upper end opcn U-shaped recess 221c. Neck 221 and wall 214 are concentric about vertical axis ~. Flat, circumferentially evenly spaced, radially ~ 3 J ~ ~
disposed, vertical baffles or paddles 230, which are attached to deflector 220, ex-tend to inner surface of wal] 14 to which they are unattached.
A straight tubular intake conduit 233 extends tangentlally through the upper peripheral portion oE wall 214, adjacent its top wall 15 for discharging the slurry in a tangential horizontal direction along the inside periphery of wall 214. Conduit 233 has an inwardly beveled discharge mouth 232.
10The baffles 230 are disposed vertically below both the discharge mouth 232 and the upper lip or rim 221a.
That portion of the system, not shown in Figs. 5 and 6 is identical to the system previously described.
The discharge of slurry through pipe 233 and into the upper casing 210 of the housing 209, creates a whirlpool flow spiraling inwardly to the opening between wall 15 and the lip or upper edge 221a, as indicated by arrows in Fig. 6.
- This flow in the uppermost unobstructed zone of casing 210 is, itself, essentially unobstructed and, hence, the particulate material is thrown outwardly by centrifugal force, toward wall 314, and to a gravitational fallout into the first stage upper hopper 26a.
The radially extending vanes or baffles 230, which are below the unobstructed zone, tend to arrest this swirling whirlpool motion below the baffles. Between the unobstructed zone and the upper edge of the baffles 230, some eddy currents are created which in themselves, create centrifugal forces tending to separate the particulate material from suspension.
Within the area of the baffles 230, and below, the liquid flow path is substantially eliminated and thus permits settling of the particulate material onto skirt 223 in a manner previously described into the upper particulates hopper 26a.
In Fi~. 7, a closed system is il1ustrated. ~n this system a closed liquld -tank 300 carries a sol:ids input spout or collar 301 to which solids (particulate material) are fed via gravity Erom solicls or ore feeder 303 through valve 304. The lower open end 301a of collar 301 terminates within a funnel shaped mixing hopper 302 disposed below the normal liquid level L in the tank 300. The mixing hopper 302 feeds the slurry of solids (particulate material) and liquid, via pipe 308 and pump 310 to the intake conduit 338 of the housing 309.
The effluent from the lower casing 11 is fed via pipe 313 to the top of a cyclone separator 315 where the solids are separated from the liquid and these solids are discharged, via pipe 318 and valve 319 as waste.
The separator 315 is within tank 300, as illustrated, so that the liquid will spill over the rim or lip of separator 315 into tank 300. Make-up liquid is fed to the tank 300, via pipe 305 to maintain the level L.
Mixing, in the closed system of Fig. 7 is automatically accomplished due to the circulation of the liquid and its progressive entrainment of the solids as the liquid flows into mixing hopper 302. The flow rate of the circu]ating liquid and the feed rate of the solids will determine the make-up of the resulting slurry.
l~.Z~753 In Fig. 8 a system is illustrated, a system similar to that shown in Fig. 7, but instead of pump 310 providing the force to transport the fluid and solids through the process circuit as shown in Fig. 7, in Fig. 8 gravity is used as the transporting force. The housing 309 is placed so that the fluid will flow by gravity from liquid tank 300 through the housing 309 and into a second liquid tank 300a. Many process units can be connected to common liquid tanks such as ten to fifty, or more units, all deriving their liquid from liquid tank 300 and then depositing their liquid into the second liquid tank 300a where a single pump, such as pump 360, recycles the liquid back into the first liquid tank 300. Valves 350 and 351 regulate liquid flow rate.
In Fig. 9 a system is illustrated which is operated ` either as shown in Fig. 7 or Fig. 8 but having the process housing 409 mounted on a spring 472 in frame 473 so as to have vertical compliance which will respond to the varying total - weight of the housing 409 and its contents with a direct mechanical coupling through lever 475 to the valve 404 of solids or ore feeder 403 to govern the solids input into the process circuit including tank 400, collar 401, mixing hopper 402, end 401a and pump 410, all similar to the corresponding elements of Figs. 7 and 8.
OPERATION
From the foregoing description, the operation of the present system should be apparent. In Fig. 1, it will be understood that the slurry of liquid or gas and finally divided particulate material, such as gold ore, is fed into conduit 33 and thence passes into the upper chamber 22a travelling in a torical path outwardly.
The function of upper chamber 22a is to so~arate the bulk of particul~te material carried into housing 9 from ~ 3 the liquid carrier and thus separate the particuLate material flow path from the liquid flow path through the area o~ the process circuit where the relative1y heavy and relativ-]y light particulate constituents are separated to be discharged separately. Another function of upper chamber 22a is to pro-vide a particulate material feed hopper 26a, wllich is directly coupled and coactive with a lower particulate material hopper 26b in lower chamber 22b. Lower hopper 26b is the major work area of the process circuit for the selective separation and discharge of the particulate material. In this first stage upper chamber 22a, two forces coact for the removal of the particulate material from suspension in the liquid flow path.
First, the centrifugal action of the torical path causes the particulate material to be thrown out toward the wall 14 while the movement from a restricted path such as conduit 33 into a substantially larger area of the chamber 22a causes a reduction in the velocity of the slurry, thereby permitting the particulate material to settle out and collec-t in the first stage upper particulate material hopper 26a.
With the use of sensors 54 and 55 located in the first stage hopper 26a portion of upper chamber 22a, or other means herein described, a prescribed level of particulate material is maintained in the upper particulate material hopper 26a. Sensor 55 monitors the lower level to insure sufficient accumulation to block annular passageway 25 to liquid flow while sensor 54 monitors the upper level to insure that no particulate material will overflow into central liquid ~passageway 21d.
Should excessive particulate material be collected in upper particulate material hopper 26a, and thus build up to sensor 54, sensor 54 will indicate a change in resistance between elements 54a and 54b and thereby signal through an appropriate control 47a the operation of valve 304 so as to restrict the flow of particulate material into housin~ 9, until the level of -~.23 1 53 particulate material has reached the sensor 55. The sensor 55 then signals through control 47a that valve 304 is to ayain open.
With the conditions as described the entire liquid flow path throuyh the process circuit can be traced as follows:
The liquid enters the housiny 9 throuyh conduit 33 and thence passes into the upper chamber 22a travelling in a torical path outwardly and then inwardly, and having dropped the bulk of any particulate material it carries into housing 9, it is then directed to central passageway 21d, since annular passageway 25 is blocked to liquid flow. The liquid flow path is then directed down through the central liquid passageway 21d, of the neck 21 and skirt 23 of deflector 20, into recess 46, w~ich is the area of reunion with the particulate material; it then makes an abrupt 180 turn to enter, upwardly, into the mouth 36 of conduit 35 and thus discharged to complete its flow path through housing 9.
The particulate material flow path through the process circuit is traced as follows: The particulate material is carried into housing 9 in a slurry by conduit 33 and thence passes into the upper chamber 22a, travelling in a torical path outwardly, and is caused to fall from suspension from the liquid carrier flow path as previously described, and thus begins the gravity directed portion of the particulate material flow path through the process circuit. It then settles out and collects in the first stage upper particulate material hopper 26a. The first stage upper particulate material hopper 26a is stacked above and is directly coupled by way of annular passage-way 25 to the lower particulate material hopper 26b in lower chamber 22b. Continuing its gravity directed portion of its flow path through the process circuit, which is isolated from the liquid flow path, the particulate material passes through annular passageway 25 into lower particulate material hopper 26b.
~.Z37~
It will be remembered that the housing, namely the upper casing 10 arld the lower casing ll, are simultaneously rocked or oscillated back and forth about axis a and hence riffles 60a, located in the area of lower particulate material hopper 26b, are moved back and forth in an oscillatory action which cau$es the particulate material in this area to be stratified according to relative weight and also it is a controllable stimulation to the gravity induced flow rate of the particulate material through lower particulate material hopper 26b.
The particulate material completes its flow path through the process circuit by way of either of two exits from the lower particulate material hopper 26b Wh.iCIl al-e locatc.l on its inner boundary. A discharge means from the lowermost strata of particulate material from the lower hopper 26b, which would be the relatively heavier constituents, is passageway 49 to particulates discharge port 18a with the output controlled by valve 40a. A discharge means from the upper most strata of particulate material from lower hopper 26b, which would be the relatively lighter constituents, is spillway lip 45 over which the lighter constituents overflow into recess 46 where they are then reunited with the liquid flow path and discharged through conduit 35.
Isolated from the liquid flow path and thus unaffec-ted by the liquid flow rate, the flow of particulate material through lower hopper 26b has both a coarse and fine adjustment.
It will be remembered that deflector 20 can be raised or lowered by adjustment screws 28 and thus changing the descent angle ~',;"
between annular passageway 25 to spillway lip 45. This function provides a coarse adjustment for the particulate material flow rate while oscillation or agitation has a leveling effect on the particulate material stimulating gravity induced flow and thus 37~i3 provides a fine adjustment of the particulate materlal flow rate through the lower hopper 26b as it moves from the relatively elevated annular passageway 25 to spillway lip 45. Through these combined functions exposure time of the transient particulate material through lower hopper 26b can be regulated to allow the solid particles of various specific densities to stratify causing the relatively lighter constituent to be directed to the uppermost strata discharge means, past spillway lip 45, and directing the relatively heavier constituents to lower strata discharge means through passageway 49.
As particulate material passes through lower hopper 26b past overflow spillway lip 45, the uppermost strata dis-charge means, and through lowermost strata ~ischar~e mealls, passageway 49 through particulate material discharge port 18a and through controlled particulate material discharge valve 40a, regulating the amount of particulate material output by valve 40a will determine the proportional division and discharge from the upjermost strata and from the lowermost strata of the particulate material being processed.
With the first stage particulate hopper 26a over the second stage particulate hopper 26b, the amount of particulate material transferred from the hopper 26a to the hopper 26b is automatically regulated. In other words, a fully filled second stage hopper 26b will block additional particulate material from the first stage hopper 26a from flowing into hopper 26b through the annular passageway 25. Hence, the amount of particulate material withdrawn through the valve 40a and discharged past spillway lip 45 has a direct relationship to the amount of material passing through the annular passageway 25.
Particulate material of various specific densities may be transported in a fluidic medium into the apparatus for separation and concentration of the relatively heavier particu-late material. This may be done with the water-tight apparatus , ~ ~
.
.23'753 submerged over a sea bed, in placer mining, upon land, or even upon extra-terrestial bodies. For example, gold or other heavy minerals may be recovered through its use by transporting heavy mineral bearing particulate material intermixed with gravel with a mixture of sea water and undissolved air into the apparatus with effective application of the process e~-tending into a very fine particle size range susbtantially below a minus 200 mesh size which is a size range normally beyond commercial application of gravity mineral beneficiation devices. The material may be forced through the fluid-tight housing by motor means (pump 310) either pushing the material through the intake conduit or motor ...
means pulling the material through the outlet conduit or simply by force of gravity alone as illustrated in Fi9. 8.
The oscillation of the housing by the rod 74 is usually accomplished with the rod 74 travelling less than one inch. Fine adjustment of the system is accomplished by in-creasing or decreasing the amount of agitation or oscillation of the housing 9. Fine adjustment is also accomplished by increasing or decreasing the flow rate of the liquid. Coarse adjustment is accomplished by manipulation of bolts 28. These fine adjustments can be automated to make corrections in response to a feedback signal derived from monitoring the out-puts of the system and thereby obtain an ideal balance between ~;~ process recovery efficiency and process capacity.
Through the system thus described the objects of the present invention are achieved. For e~ample, the mechanism of the present invention may be operated totally submerged in sea water with a pump picking up a mixture of sea water and bottom solids from an ocean floor and feeding this slurry through conduit 38 to the housing 9. The discharge from conduit 40 can be fed to a surface ship.
3~
The gases are continuously purgecl from the system by aspirator 39. The sensors 48, 54 and 55 control the operation of the system continuously by detecting the conditions within the system, or functions of sensors 54 and 55 can be substituted by stress gauges or by mounting the housing 9 to have vertical compliance with a direct mechanical coupling to particulate material input valve 304.
The system is also free of any fixed enrichment ratio, so that it may be operated where the slurry has only a small percentage of heavy constituents or a very large percentage of heavy constituents. This is accomplished with the use of valve 40a which allows the relatively heavier constituents to reach a predetermined level of concentration before being dis-charged.
The system separates the liquid Elow path from the particulate material flow path through the process circuit and provides means to independently regulate the flow rates of the liquid and particulate material.
With both coarse and fine adjustable means the flow rate of particulate material can be regulated to determille the exposure time of the particulate material as it passes through lower hopper 26b.
By separating the liquid and particulate material flow paths the system also eliminates restriction to a single and combined flow rate and flow path for both the liquid and particulate material found in prior gravity type mineral beneficiation devices.
The system also eliminates surface turbulence such as that generated in the open trough devices with their inseparable liquid and particulate material flow paths. Such surface turbulence is eliminated by isolating the particulate material flow path through lower hopper 26b from the liquid flow path, with another contributinq factor, the closed chamber l~.Z37~i3 technique, providing smooth laminar flow conditions through the process circuit.
With upper hopper 26a directly coupled by passageway 25 to lower hopper 26b, which is the major area of particulates selective separation, particulate material transferred from the upper hopper into the lower hopper is automatic and contingent to exposure time of par-ticulate material as it passes through lower hopper 26b.
Controlling the output from lower hopper 26b with valve 40a provides a readily adjustable means for the proportional division and discharge from the uppermost strata and from the lowermost strata of the particulate material being processed.
The system eliminates any middlings product by havin~
only two exits from lower hopper 26b so that the particulate material is worked and exposed to stratification oeration until it is separated to be discharged as either valuable concentrate or waste product.
The system also eliminates feed density as a factor in process efficiency. Unlike prior devices where the liquid and particulate material follow a common flow path past the area of selective separation in their process circuit, with feed density a critical factor in process efficiency, with the system herein described the work area lower hopper 26b is isolated from the liquid flow path by, and directly fed from, upper hopper 26a eliminating completing feed density as a factor in process efficiency.
The system can be automated and set to automatically determine and maintain maximum capacity in response to feedback signals derived from the outputs of the system to regulate the liquid flow rate and particulate material exposure time (flow rate) to achieve the desired balance between process efficiency and process capacity.
i~.23~5~
The system can also be operated with a centrifugal cyclone type of particulate material delivered into the upper hopper 26a.
Compared to prior devices the system herein described provides a far more linear recovery response through a broader range of particle sizes by reducing or eliminating surface turbulence and restriction to a combined and single flow rate of the liquid and particulate material as found in these prior devices.
The system herein described is also useful in coal preparation for the removal of the relatively heavier deleterious constituents normally found ~ith coal such as pyrite, marcasite and other forms of extraneous or secondary ash.
Claims (8)
1. Process for the recovery of heavy constituents from particulate material carried in a fluid slurry, com-prising:
(a) Passing a flow of said slurry along a pre-scribed path;
(b) separating the particulate material from the transportation fluid of said slurry in a first separation zone along said path;
(c) accumulating said particulate material in a first accumulation zone;
(d) measuring the accumulation of said particulate material in said first accumulation zone and regulating the flow of said slurry along said path in response thereto;
(e) passing said particulate material along a second prescribed path;
(f) stratifying said particulate material as it is moved along said second path; and (g) removing a light portion from said parti-culate material as it is moved along said second path.
(a) Passing a flow of said slurry along a pre-scribed path;
(b) separating the particulate material from the transportation fluid of said slurry in a first separation zone along said path;
(c) accumulating said particulate material in a first accumulation zone;
(d) measuring the accumulation of said particulate material in said first accumulation zone and regulating the flow of said slurry along said path in response thereto;
(e) passing said particulate material along a second prescribed path;
(f) stratifying said particulate material as it is moved along said second path; and (g) removing a light portion from said parti-culate material as it is moved along said second path.
2. The process defined in Claim 1 wherein said second path includes a downwardly converging path and the removing of the light portion is achieved at a position outwardly of the apex of the downwardly converging path.
3. The process defined in Claim 1 wherein said step of separating said particulate material from said slurry includes passing such slurry along a torical path and separating the particulate material by centrifugal force from said slurry.
4. The process defined in Claim 1 wherein said step of separating said particulate material from said slurry includes subjecting such slurry to centrifugal force and to a reduction in velocity so as to separate by centrifugal force and by sedimentation the particulate material from said slurry above said second prescribed path.
5. The process defined in Claim 1 wherein the step of removing the light portion of said particulate material includes passing the transportation fluid from which said particulate material has been removed in a downward path toward said second path and then altering the path of movement of said transportation fluid to an upward path so as to entrain said light portion.
6. The process defined in Claim 5 wherein the separated particulate material is subjected to agitation in said second path so as to urge the light portions thereof upwardly.
7. In an apparatus for separating the heavy particulate material from a fluid slurry:
(a) a housing defining an essentially closed chamber having a generally cylindrical side wall;
(b) intake means for introducing said fluid slurry tangentially into said chamber so that it moves in a circular path within the upper portion of said chamber to discharge said particulate material outward by centrifugal force;
(c) baffles disposed within said chamber inwardly of said wall for retarding the circular movement of said slurry to permit settling of said particulate material therefrom;
(d) a fluid passageway inwardly of said baffles for removing the fluid of said slurry;
(e) deflector means for directing the particulate material thrown out of said fluid by centrifugal force and settled out of said fluid into a common path; and (f) means for progressively removing said particulate material from said common path.
(a) a housing defining an essentially closed chamber having a generally cylindrical side wall;
(b) intake means for introducing said fluid slurry tangentially into said chamber so that it moves in a circular path within the upper portion of said chamber to discharge said particulate material outward by centrifugal force;
(c) baffles disposed within said chamber inwardly of said wall for retarding the circular movement of said slurry to permit settling of said particulate material therefrom;
(d) a fluid passageway inwardly of said baffles for removing the fluid of said slurry;
(e) deflector means for directing the particulate material thrown out of said fluid by centrifugal force and settled out of said fluid into a common path; and (f) means for progressively removing said particulate material from said common path.
8. The apparatus defined in Claim 7 wherein said deflector means is a frusto conical skirt within said chamber and below said baffles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA384,517A CA1123753A (en) | 1977-07-05 | 1981-08-24 | Apparatus and process for ordinary and submarine mineral beneficiation |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US812,460 | 1977-07-05 | ||
| US05/812,460 US4120783A (en) | 1977-07-05 | 1977-07-05 | Apparatus and process for ordinary and submarine mineral beneficiation |
| CA000305316A CA1116556A (en) | 1977-07-05 | 1978-06-13 | Apparatus and process for ordinary and submarine mineral beneficiation |
| CA384,517A CA1123753A (en) | 1977-07-05 | 1981-08-24 | Apparatus and process for ordinary and submarine mineral beneficiation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1123753A true CA1123753A (en) | 1982-05-18 |
Family
ID=27165704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA384,517A Expired CA1123753A (en) | 1977-07-05 | 1981-08-24 | Apparatus and process for ordinary and submarine mineral beneficiation |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA1123753A (en) |
-
1981
- 1981-08-24 CA CA384,517A patent/CA1123753A/en not_active Expired
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