Continuous method of cleaning a slurry of crushed raw coal

CROSS REFERENCE TO RELATED APPLICATION
______________________________________Case No. Title______________________________________1 Method and Apparatus for Testing and Separating Minerals S.N. 860,331, now U.S. Pat. No. 4,157,295, filed December 14, 19772 Dimensioning Of Vortex Finder, Orifice Diameter And Construction Of Shallow Dish With Tapered Orifice For Stream- lined Flow Cyclone Washing Of Crushed Coal;______________________________________
BACKGROUND OF THE INVENTION
(1) Field of the invention
This invention lies in the field of centrifugal gravity separation apparatus, especially cyclones for specific gravity separation of solid particles and methods of using such apparatus for the cleaning of sized and crushed coal and similar ores wherein the cleaning liquid is water which is mixed with the coal or the ore. Control of velocity and solids content separates the crushed particles according to gravity, the lighter particles constituting the purified coal in the case of coal washing escaping through the cyclone box at the top and the heavier gravity particles constituting rock, ash and other impurities falling out at the bottom. The cyclones may be placed in several groups in series or in parallel.
(2) Description of the Prior Art
(a) Economic Background:
Coal is consumed in greater tonnage than most commodities produced by man, annual production in 1964 averaging about 400 million metric tons in the United States and 2,600 million metric tones for the entire world. Coal reserves far exceed the known reserves of all other mineral fuels (petroleum, natural gas, oil shale, and tar sands) combined in the United States and for the world as a whole. Since the supplies of other fuels, especially oil, are now becoming depleted and as industrial growth continues, coal is once again being used in larger and larger amounts.
The need for washing or cleaning coal has long been recognized. Coals of high and medium rank as classified by ASTM (see Kirk-Othmer, Encyclopedia of Chemical Technology, Vol. 5, 1964, page 651, John Wiley and Sons) must be sized and washed to meet industrial specifications.
In England in 1934 there were 611 washeries and 150 dry cleaner plants to handle only 40% of the output. Coal at that time was generally hand picked and hand washed. Only by the considerable efforts of the Ministry of Fuel and Power was sizing introduced in England. For industrial use sizing, it was pointed out at page 22 of the text "The Efficient use of Fuel" by John Olsen, Chemical Publishing Company, 1945, that:
(1) sized coal avoids segregation and promotes efficiency of end use;
(2) if coal is not sized, there is uneven combustion and loss of energy when using automatic stokers;
(3) sized coal is a requirement in gasification, metallurgy and steam generation;
(4) sizing is an important asset in power generation by producing a fuel bed of uniform resistance to passage of air or gasification.
Even though coal was known and used by the ancients in Greece, Italy and China more than 2,000 years ago, it is only in the last 25 years that mining, preparation, storage and transport have all become more or less mechanized. Of these, the greatest progress in automation has been in mining. The least progress has been in coal preparation, e.g., in mechanical or chemical cleaning compatible with the regulations to protect the environment, especially the air pollution requirements and the more stringent demands made by industrial customers for maximum efficiency of coal product and cost effectiveness of preparation procedures. Lack of progress is not due to the poverty of ideas or washing or cleaning methods or systems which include:
(1) jig washing
(2) heavy media washing using expensive magnetite
(3) trough washing
(4) use of washing tables
(5) cleaning of coal dust
(6) froth flotation using chemical flotation or frothing agents.
None of the above systems permits a single washing station to handle the output of a large mine or a number of small mines and thereby reduce costs. Each of the above methods achieves quality product at high cost. It is the high cost to which the present simple, automatic operation of the invention provides an entirely new approach and an environmentally satisfactory solution.
(b) Prior Chemical Machinery Used in Coal Grinding and Washing:
In the well known text by Ernie R. Riegel entitled Chemical Machinery published by Reinhold Publishing Company, 330 West Forty Second Street, New York, New York (1944) at page 21, there is shown the commercially available standard double roll crusher which serves to produce the raw crushed coal for the coal pile which is the starting material after it is sized. At page 53 of this text there is shown the screen machine which sizes the crushed coal, larger pieces being returned to the crusher. The screen machine preferred for coal is a one surface Tyler-Niagara screen machine or equivalent which produces a product of 3/4".times.0.
Belt conveyors of known type as shown at page 79 of the text bring screened coal into a conventional slurry tank which is fed with water in a separate line to proportion solids to between 18% and 50% by weight. This is all the mixing which is required before entering the pump, which is a conventional centrifugal pump of the volute type shown in FIG. 95 at page 121 of the text.
These preliminary steps are the prologue to the invention.
(c) Prior Patents:
Fitch, U.S. Pat. No. 2,981,413 dated April, 1961, proposed the use of a vortex finder as classifier means in a large capacity cyclone for the separation of fines from coarse particles in a process of separating solids in liquid suspension. The vortex finder is identified by reference 21 in Fitch and is described at column 6, line 63, as a withdrawal conduit adapted, by virtue of its placement along the central vertical axis of the cyclone, for continuous withdrawal of fines in the overflow at an accelerated rate relative to the rate of removal of coarse particles at the bottom. Fitch classifies and separates fines from coarse and shows the location of adjustment of the bottom of the inner vortex finder relative to the conical bottom of the cyclone for best separation and also shows a fixed location of an outer vortex finder. Fitch's objective in using two vortex finders was to eliminate energy loss due to turbulence (see column 8, lines 51-52). Because of large capacity Fitch had to live with turbulent flow.
Visman, Reissue 26,720 dated November, 1969, was the first to realize success in keeping size separation, as in Fitch, to a minimum while achieving gravity separation using finely crushed coals 1".times.0. Visman's examples are all of 1/4".times.0 at low pulp solids of about 10%. Visman contemplated cyclone diameters as large as 24" and as small as 2". Visman described a cyclone capacity of 70 tons per hour at relatively high velocities above 6 psig.
Gay, U.S. Pat. No. 3,926,787, used much coarser crushed coal than Visman, e.g., 11/4".times.0, and taught substantially higher coal solids in the pulp, at column 9, line 19, with the optimum at 15% for strip mine coal. Despite the higher coal solids in the pulp and his stated objective of maximum capacity for washing purification, e.g., a value of 48 tons/hour on a dry weight basis (see column 9, line 26). It was clearly stated by Gay that both size and gravity separation were achieved under his turbulent mixing and operating conditions. Thus Gay achieved washing purification at about the same pulp solids as Visman without in any way dealing with the loss of energy due to turbulence which was described earlier by Fitch. While Fitch added a second vortex finder to diminish turbulence once started, Gay created turbulence in his special mixing chamber which delivered pulp to the cyclone.
Other patentees have proposed deflection surfaces and deflectors, for example Prins et al, U.S. Pat. No. 3,288,286, of November, 1966, and Hebb, U.S. Pat. No. 2,616,563, of November, 1952.
Prins et al shows a deflection surface which constricts incoming flow but there is no placement of the constriction to divert all of the particles to the single inlet tangential wall of the cyclone.
Hebb shows two deflectors 22 and 23 within the bowl itself, these starting at the end of the inlet pipe. Hebb separates by size and not by gravity (see column 5, lines 64-75). The deflectors or vanes control radial speed by restricting flow and directing the particles to the inner wall or box of the cyclone, thereby creating turbulence due to the reverse travel of the particles to the outer wall of the bowl.
OBJECTS OF THE INVENTION
A primary object of the invention is to clean coal at low cost and at the highest possible efficiency (about 98% based on clean coal gravity test) using water in a low cost and easily maintained washing apparatus, namely, a centrifugal cyclone which separates crushed coal from refuse via separate outlets.
Another object of the invention is to substantially eliminate the turbulence encountered in the prior art, especially as encountered in Gay, Hebb, Visman, and Fitch without the need for a second vortex finder or a specially shaped expensive inlet casting as in Prins et al or in Visman by providing an inlet deflection surface at the base of the inlet pipe for pulp entry into the cyclone bowl whereby laminar flow is assured at the start of the first centrifugal turn, all of the particles being directed toward the outer tangential wall of the bowl, thereby eliminating any chance of turbulence arising from reverse flow of heavy particles to the outer wall.
A further object of the invention is to provide a deflection surface which is critically located at the mouth of the cyclone bowl but does not enter the bowl, whose placement is uniquely determined by the center angle, the deflection angle and the included angle, all of which are defined hereinafter.
Another object is to provide a simple and accurate method for manufacturing the deflection surface and installing it into a cyclone plant.
A still further object is to further promote laminar flow achieved by the use of the aforesaid deflection surface of critical parameters at the inlet mouth of the cyclone and wholly within the inlet to the bowl by simultaneously increasing the centrifugal velocity and the pulp solids thereby weighting the outer or tangential wall of the cyclone bowl with a higher mass than in prior art methods of cyclone separation of several solids by gravity rather than by size so as to thereby achieve higher efficiencies in cleaning of coal or ores.
Another object of the invention is to increase efficiency of the aforesaid method of laminar flow separation by gravity to minimize size separation of fines and thereafter recycling the fines so separated in a battery of cyclones modified with the deflection surface of the invention whereby the recycled fines promote the gravity separation of clean coal from dirty coal to provide the advantages of a heavy medium plant using a magnetite medium at the cost of water.
Still another object of the invention is to provide a cyclone battery in series or in parallel, using suspended fines in recycled water as a coal separating medium under the action of a deflection surface at the inlet mouth to the cyclone bowl, thereby avoiding the need for recovery of the fines which in the absence of recycling will require special equipment for recovery and after recovery the expense of special storage to prevent mechanical losses.
A further object of the invention is to use the fines in battery cyclones as a means to drive clean fines into the fine coal dryer stage of the battery and out of which the clean coal in fine particle size emerges from a centrifugal cyclone which is part of the cyclone battery in the invention.
Still a further object of the invention is to provide a battery of cyclones fed by means of distributors for the in-feed pulp which distributors are provided with flow equalizers to prevent particle segregation before entering the mouth of the cyclone bowl.
SUMMARY OF THE INVENTION
An inlet line deflector is provided in the feed line to a centrifugal cyclone washing crushed and sized coal or ore in water fed into the cyclone either directly from a slurry tank or from a distributor line connected to the slurry tank which serves to feed two or more cyclones by take-off pipes from the distributor line.
Equalizing means are provided in the distributor line to assure equal distribution of crushed sized particles in the slurry throughout the cross section of the distributor, thereby assuring the equipartitioning of solids to each cyclone at each take-off.
Because the slurry is pumped at high solids of about 18% to 50%, at high velocity of about 18 to 28 feet per second and is deflected by the flat surface of a critically placed deflector, a new laminar flow is created at the mouth of the inlet. This deflector is located on the inlet non-tangential wall of the inlet pipe leading into the cyclone so that all of the particles start their swirling motion at the inner wall of the bowl which is the inlet side of the bowl rather than at the box wall of the vortex finder of the cyclone and gravity separation occurs. Due to the deflector the swirling motion at the top of the bowl creates laminar flow in the cyclone right from the start as a direct consequence of the uniquely placed deflection surface at three critical angles, namely the center angle which relates to the chord formed by the deflector with the circular perimeter of the inlet pipe, the deflection angle which relates to the angle between the inlet pipe non-tangential wall and the edge of the deflector surface, and the included angle which relates to perpendicularity of the inlet pipe to the cyclone bowl as it affects the laminar thrust of particles toward the inner wall of the bowl of the cyclone.
The conventional adjustable vortex finder is an 8" outer diameter pipe (77/8" inner diameter) in an 18" cyclone and permits precise location of the generally vertical layer of the lights for removal from hypothetized parallel layers of middlings and heavies outwardly spaced therefrom. The lights, which are of low specific gravity, are located immediately adjacent the outer wall of the box and are removed by scalping, followed by upwardly swirling deflection to exit past the inner vertical wall of the vortex finder and then continuing out of the clean coal exit pipe above which is removed the desired clean coal slurry product out of the center top part of the cyclone.
At the shallow conical bottom of the cyclone an outlet orifice permits removal of heavies and middlings which come from the outer lamina adjacent the outer wall of the bowl, these being removed at a slower rate because these particles necessarily travel a shorter distance as a result of the vertical stratification achieved under a constant flow rate and substantially constant pressure conditions.
Two forms of generally flat deflectors and their method of manufacture are shown and described, the first a truncated spherical triangle welded at the apex and opposing arcuating edges useful for lower diameter centrifugal cyclones (e.g., about 4 inches to 20 inches) and the second a triangle formed as a bevelled trapezoid having divergent opposing straight edges rather than curved edges. This second form is especially suitable for higher diameters, about 20 inches and up to 48 inches. The serviceability and life expectancy of the bevelled trapezoid embodiment is superior because welding is more easily accomplished and the quality of the welded product is generally superior.
Although water is the preferred liquid for washing coal by the unique streamlining action of the novel deflection surface of the present invention, equally good results are obtained with water-magnetite suspensions used in heavy media coal cleaning plants. Accordingly, the term water includes all water containing washing media.

BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a diagrammatical side elevation view with interior parts shown in dotted line illustrating a truncated spherical triangle deflector used for smaller pipe diameters installed at critical angles in the inlet pipe at the mouth of a centrifugal cyclone;
FIG. 1A is a sectional view along line 1A--1A of FIG. 1 showing the initiation of laminar flow at the top of the cyclone;
FIG. 1B is a sectional view along line 1B--1B of FIG. 1 showing the result of initial deflection by the deflector of FIG. 1 in a longitudinal direction parallel to the axis of the inlet pipe as the slurry of particles enters the cyclone;
FIG. 1C is a lower sectional view than in FIG. 1B to show the formation of vertical layers due to stratification following the initial critical laminar flow resulting by deflection in FIG. 1B, taken on the line 1C--1C of FIG. 1;
FIG. 2 is a diagrammatic view in side elevation with inner portions in dotted line of a trapezoidal-like bevelled triangular deflector used for larger pipe diameters and installed at critical angles in the inlet pipe;
FIG. 2A is a sectional view along line 2A--2A of FIG. 2 and is similar to FIG. 1A;
FIG. 2B is a sectional view along line 2B--2B of FIG. 2 and is similar to FIG. 1B;
FIG. 2C is a lower sectional view along line 2C--2C of FIG. 2 is similar to FIG. 1C;
FIG. 3A is a plan view of a truncated spherical triangle deflector which is a first embodiment of the invention used in centrifugal cyclone diameters 20 inches or less;
FIG. 3B is a side view of the embodiment of FIG. 3A showing the flat deflection surface and straight cap;
FIG. 3C is an end view of the embodiment of FIG. 3A;
FIG. 3D is a top sectional view showing placement of the deflector of FIG. 3A in the inlet pipe and the critical angles of the deflection angle .theta..sub.2 and the included angle .theta..sub.3 ;
FIG. 3E is a side sectional view showing placement of the deflector of FIG. 3 in an inlet pipe and showing the critical center angle .theta..sub.1 ;
FIG. 4A is a side view of the deflector embodiment consisting of a trapezoidally shaped bevelled triangle which is a second embodiment used in centrifugal cyclone diameters of 20 inches or more;
FIG. 4B is a side view of the embodiment of FIG. 4A;
FIG. 4C is an end view of the embodiment of FIG. 4A;
FIG. 4D is a top sectional view of the second embodiment in the inlet pipe showing the deflection angle .theta..sub.2 and the included angle .theta..sub.3 ;
FIG. 4E is a side sectional view showing placement of the deflector of FIG. 4A in an inlet pipe and showing the critical center angle .theta..sub.1 ;
FIG. 5A is a top view of a distributor having three takeoff pipes each for feeding its respective cyclone and one inlet pipe from the slurry tank delivering a high solid slurry of crushed coal and water into the distributor with the placement of an equalizing means for each cyclone to partition the slurry equally into each cyclone in accordance with the invention;
FIG. 5B is a front view of the distributor of FIG. 5A;
FIG. 6A is a perspective view of a 50--50 flow equalizer means installed at the first T in the center of the distributor in FIGS. 5A and 5B;
FIG. 6B.sub.1 is a side view of another type of flow equalizer which is shown at left and right ends of the distributor of FIG. 5B and is an auxiliary equalizer used with the equalizer of FIG. 6A;
FIG. 6B.sub.2 is a top view of the auxiliary flow equalizer of FIG. 6B.sub.1 ;
FIG. 6B.sub.3 is an end view of the auxiliary flow equalizer of FIG. 6B.sub.1 ;
FIG. 6C is a perspective view of a one-third to two-thirds flow equalizer means installed at right and left ends in the distributor shown in FIG. 5B;
FIG. 7 is a flow diagram of a single stage coal washing plant in accordance with the invention;
FIG. 8 is a flow diagram of a three stage coal washing plant in accordance with the invention;
FIG. 9 is a diagrammatic view of the separate steps 9A through 9F of the method of making a template and manufacturing the deflector of the truncated spherical triangle or the truncated trapezoidal triangle deflector, in which:
FIG. 9A shows center angle measurement;
FIG. 9B shows chord location;
FIG. 9C shows deflection angle measurement;
FIG. 9D shows template length measurement;
FIG. 9E shows final cutting of template; and
FIG. 9F shows deflector cutting from FIG. 9E template; and
FIG. 10 is a diagrammatic view of the separate steps 10A through 10D of the method of installing a deflector, wherein:
FIG. 10A shows deflector welding shown from the end;
FIG. 10B shows arcuation side and apex welding;
FIG. 10C shows a top view of the installation in relation to the cyclone bowl; and
FIG. 10D shows deflector base alignment.

BRIEF DESCRIPTION OF THE PREFERRED EMBODIMENTS
(A) INSTALLED LOCATION OF FLAT DEFLECTORS 68A OR 68B IN CENTRIFUGAL CYCLONE 19, CYCLONE 38, OR CYCLONE 41 OR OTHER CYCLONES
There is shown in FIG. 1 a front view of a centrifugal cyclone 19 fitted with deflector 68A for use in a primary stage of coal washing. A similar view of deflector in cyclone 38, for use in a secondary stage, is shown in FIG. 1B. FIG. 1 shows the interior parts of the cyclone in dotted lines including deflector 68A and the development of vertical stratification layers 69, 70 and 71 in the cross hatched shading resulting from the installation of the deflector 68A, best shown in FIG. 3.
Layer 69 is the middling layers and the strata are denoted by C.sub.L1, C.sub.L2, and R.sub.h1. In coal washing which is the main objective, C.sub.L1 as illustrated may be the 1.5 specific gravity layer containing the 1.5 specific gravity middlings, C.sub.L2 may be the 1.6 specific gravity layer containing the 1.6 specific gravity middlings and R.sub.h1 may be the 2.6 specific gravity layer containing the 2.6 specific gravity clays. Layer 70 is the highest specific gravity layer containing the heaviest materials as denoted by R.sub.h. Layer 71 is the lightest specific gravity layer containing the 1.4 specific gravity and the lighter products are denoted by C.sub.L.
Coal has a specific gravity ranging from 1.3 to 1.6 depending on inherent impurities. Clays, shales, rock and other contaminating materials have specific gravity varying from 2.6 to 5.02 for iron disulfide or pyrite.
In order to meet the requirements of the present invention, a very sharp separation must occur between the stratified coal layer and its several contaminates which form stratified layers under gravity forces due to spiral flow downward at about 18 to 28 feet per second.
1. SEPARATION REQUIREMENTS
The explanation of separation which occurs due to the stratification of inflow into the bowl 2 between the box 8 and vortex finder 4 and the inner wall 72 of the bowl 2 can be understood from the following requirements:
(a) One must create an atomsphere of super gravity forces within the bowl 2 of the cyclone by swirling the liquid slurry at a high preset velocity which is determined by the diameter of the bowl and diameter of the inlet pipe 1 tangentially and transversely attached to the bowl 2.
The heavier and high specific gravity material will seek the inner wall of the cyclone bowl 2 and form a distinct layer separated from the lighter layer of material along the vertical side of the box 8 and adjustable vortex finder 4.
(b) The intermediate gravity particles 69 will seek different layers that correspond to their respective specific gravity. At the lower sections of the spiral downward flow the outer circumference of the swirling water will be under higher gravity forces because the centrifugal velocity is higher. The situation achieved in the invention yields a washing slurry in the bowl with vertical layers, each having a different specific gravity.
Compare Grant et al, U.S. Pat. No. 1,669,820, with respect to the vertical layers shown in FIGS. 1 and 2 of the present invention. Grant achieves horizontal layers by letting coal pile up on the bottom and forcing a flow in the horizontal direction from a secondary vortex. The present invention achieves the primary objective of cyclone separation, short residence time, low manpower requirements and high efficiency at low cost.
FIG. 1 and FIG. 1B show the location and the laminar flow deflection which is uniquely created by the deflector. Two types of deflector are shown in FIGS. 3D and 4D. The truncated spherical triangular L-shaped streamline flow deflector 68A of FIG. 3D is mounted in FIGS. 1 and 1B.
In FIG. 1B there is shown a top view of the inlet feed pipe 1 illustrating the arcuation side 14 and the short leg of the L deflector forming cap 67A. The pulp slurry at high solids of 18% to 50% receives the initial compression and deflection thrust to propel the slurry towards the cyclone bowl inner wall 72 from the flat surface of the deflector 68A. The incoming slurry receives the final deflection thrust from the centrifugally swirling action of the slurry within the bowl 2. This swirling movement is illustrated in FIG. 1B, a top cross section at 1B--1B of FIG. 1 at the feed entrance into the cyclone bowl 2 near the tangential wall 6. These two thrust forces place all of the initial and final slurry solids, all of the light and heavy fractions, on the bowl wall 72 at the very start to carry out a primary objective of creating laminar flow at the start and providing every structural precaution to prevent turbulence thereafter.
At FIG. 1A, a top cross sectional view at 1A--1A of FIG. 1 illustrates the beginning of the vertical stratified layers 70 and 71. The solids begin seeking their respective layers on the first revolution around the cyclone box 8. The inner diameter of the adjustable vortex finder box 4, illustrated in FIG. 1A, 1B and 1C, shows a cross sectional view of the different specific gravity vertical stratified layers 69 and 71 of previously mentioned materials C.sub.L, C.sub.L1, and C.sub.L2.
Layers 71 and the two lightest layers of 69 go through a helical reverse flow angle 73 before entering the inner diameter of box 4. The force necessary to create the reversal angle 73 comes from the throttling effect produced by the bottom orifice 3 inner diameter and the inlet pulp slurry pressure and velocity. As the product percent recovery increases the bottom orifice 3 diameter decreases, and vice versa.
FIG. 1B is a top cross sectional view at 1B--1B in FIG. 1 which illustrates the beginning of the development of layers 69, 70 and 71. FIG. 1C is the top cross section at 1C--1C of FIG. 1 which shows the complete formation of the arbitrary vertical stratified layers 69, 70 and 71 within the cyclone bowl 2 and the inside diameter of box 4.
FIG. 1 further shows the depth or path distance that all the solid particles will travel from the entrance into the bowl 2 of the inlet feed pipe 1 to the exit of the particles at either the clean coal exit pipe 10 or the bottom orifice 3 refuse exit.
As shown in FIGS. 1 and 2, the different layers 71, 69 and 70 starting from the center and following the radius of the cyclone bowl 2 take different paths of outflow and it is essential to avoid turbulence which destroys the laminar flow creating the layer or outflow.
2. WITHDRAWING HEAVIES AND LIGHTS
The embodiments of the invention provide enough range of gravity forces to cause a layer of heavy gravity material at the cyclone inner wall 72 near the exit therefrom at orifice 3 to leave the cyclone under a gravity force created by centrifugal action which will avoid turbulence due to diameter dimension of the orifice 3 which is less than the diameter of the inlet pipe. The adjustable cylindrical vortex finder 4 which forms the lower inner wall of the bowl 2 allows adequate room below the edge of the finder at the bottom of the cyclone to allow sufficient distance between the layers 70 and part of 69 of heavy particles and the layers 71 and part of 69 of lighter particles so that heaviers leave the central bottom orifice and lighters reverse their helical path along a curved plane to leave from the top. The difference of one specific gravity unit between coal and clay permits the coal to leave through the top after flow reverses and permits the coal of 1.6 specific gravity to be very quickly and efficiently withdrawn from the clay which leaves through the bottom orifice. Due to the requirements of high separation efficiency at large tonnage throughout, the inlet pipe generally has a greater diameter than the bowl width and a mushrooming effect results from this disparity between inlet pipe and bowl width. It has been found that a different type of flat deflector is needed for smaller cyclones, e.g., inner cyclone diameters equal to or less than 20 inches than for larger cyclones, e.g., inner cyclone diameters equal to or more than 20 inches, and the preferred examples are deflector 68A in FIG. 3 for small cyclones and deflector 68B in FIG. 4 for larger cyclones.
A front view of the centrifugal cyclone 19 fitted with deflector 68B in FIG. 2 which is of generally the same flat type shown in FIG. 1 and can be used in multistage washing operations as with cyclone 38 or 41 which is shown in FIG. 8. In FIG. 2 the inner parts are shown in dotted lines, and the vertical stratified layers 69, 70 and 71 are shown by cross hatched shading. In FIG. 2A the top cross sectional view at line 2A--2A of FIG. 2 illustrates the initial formation of the vertical stratified heavy and light layers 70 and 71 at the very first helical turn under centrifugal action as a result of streamline flow imparted by the deflector 68B.
In FIG. 2B the top cross sectional view at line 2B--2B of FIG. 2 illustrates the unique trapezoidal bevelled triangular streamline flow deflector 68B which is the critical element of the invention used in the inlet feed pipe 1 of centrifugal cyclones 19, 38 or in 41 whose inner diameter is equal to or larger than 20 inches. The remaining figures of FIGS. 2C and 2D can be related to the corresponding figures of FIG. 1 for the trapezoidal rather than spherical triangle deflector.
The trapezoidal bevelled sides 108 and 109 of FIG. 4A help eliminate the top and bottom mushrooming flow created at the entrance into the cyclone bowl 2 of centrifugal cyclones larger than 20 inches, thereby preserving laminar flow. The deflector 68B as well as deflector 68A also provide a different type of adjustment which is essential to achieve high recovery rates in the cyclones of all diameters. The critical angles which are created by the deflector 68A (FIG. 1) or 68B (FIG. 2) of the invention are best understood by referring to FIG. 3 for the spherical triangle embodiment of deflector 68A and FIG. 4 for the truncated trapezoidal triangle embodiment of deflector 68B.
(B) CRITICAL ANGLE PARAMETERS OF THE INLET DEFLECTORS 68A AND 68B SHOWN IN FIGS. 3 AND 4
1. CENTER ANGLE, DEFLECTION ANGLE AND INCLUDED ANGLE
There are three critical angles which uniquely determine the deflector performance and are shown in FIG. 3 and in FIG. 4:
(1) the center angle 57 which is the angle made by the cap in relationship to the center of the inlet feed pipe of the cyclone;
(2) the deflection angle 56 which is the angle made by the deflector in relationship to the non-tangential feed pipe wall of the cyclone; and
(3) the included angle 107, which is the angle between the radius of the cyclone bowl and the deflector body.
The ranges of these angles are 116.degree. to 148.degree., 8.degree. to 12.degree., and 120.degree. to 170.degree., respectively.
FIG. 3A shows in plan view the truncated spherical triangular streamline flow deflector 68A with generally flat body 12, the arcuation sides 14, and apex 13. This is the deflection surface deflecting the pulp slurry entering cyclone bowl 2.
FIG. 3B shows a side of deflector 68A illustrating cap 67A. FIG. 3C shows an end of the truncated spherical triangular streamline flow deflector 68A and cap 67A.
FIG. 3D is a top cross section intersecting the cyclone bowl 2 at the inlet feed pipe 1 horizontal diameter elevation to exemplify the critical deflection angle 56 and the critical included angle 107. FIG. 3E is a front cross sectional view intersecting the cyclone bowl 2 at its diameter with the vortex finder box 4 and 8 removed for clarity. FIG. 3E illustrates the critical center angle 57.
The center angle 57 controls the desired degree of choking of incoming pulp flow at high velocity to maintain the pumped velocity at the cyclone inlet without introducing any turbulence at the start or the end of the flattened throttling surface of the deflector.
The reduction in the inlet area is from 19% to 32%, as a direct consequence of a center angle of 116.degree. to 148.degree.. The smaller angle is preferred for higher velocities and higher bowl widths 62 of the cyclone. Larger angles are desirable where higher density ores are separated in the cyclone, ores having a specific gravity higher than 1.6 and also for narrow cyclone bowl widths 62.
The function of the deflection angle 57 is to place the heavy particles, the intermediate particles and the light particles, all of the particles at the outer wall 72 of the cyclone at the first entry of the pulp into the bowl 2 without any mushrooming or turbulence over a wide range of velocities of incoming flow. This deflection angle 57 which lies within a very narrow range of only 4.degree. has demonstrated a narrow criticality which functions without fault over a surprisingly broad range of cyclone velocities, varying from about 18 feet per second to about 28 feet per second.
2. SINGLE SETTING FOR 90 TO 98% RECOVERY BASED ON WASHABILITY TEST
The surprising result is the substantial elimination of turbulence throughout the velocity range at substantially one setting.
To contrast the function of relative breadth of center angle range to the narrowness of deflection angle range, one must bear in mind that the center angle of the deflector operates as a transmitter surface to fan out the pulp flow in a wide swath toward the outer or tangential wall of the cyclone while the deflection angle is to fine tune the incoming velocity and quantity of pulp to a gradually streamlined flow pattern for pinpointing the placement of all particles on the tangential wall of the cyclone.
The included angle 107 expresses in solid geometry terms, e.g., in three dimensions, the relative displacement of the inlet pipe from its normal perpendicular direction to the cyclone bowl to an oblique direction. This departure from the perpendicular results in a narrowing of the flow of pulp from the inlet into the cyclone bowl and effectively throws all of the particles in the pulp toward the tangential wall at the expense of the quantity of pulp which flows at such an oblique axis into the bowl. Thus this included angle of between 120.degree. and 170.degree. represents a relatively narrow range of obliquity which is permitted. Thus, the first two of the critical angles apply to the case in which the inlet pipe comes into the cyclone at a normal axis following standard cyclone manufacturing practice and the third of the critical angles takes care of the unusual cyclone designs which depart from standard practice and bring the inlet pipe into the cyclone at an oblique angle or under a symmetrical or assymetrical construction from the usual circular inlet pipe cross section.
(C) CRITICALITY OF FLAT DEFLECTOR SURFACE AND EFFECT OF CYCLONE SIZE (TABLE 1)
It is a critical aspect of the triangular deflector 68A or 68B of the invention that the body 12 of the deflector is generally flat to impart a sudden thrust to the incoming pulp feed in the inlet pipe 1 from the cyclone pump, typically shown as pump 18 in the single stage washing shown in FIGS. 7 or 8 or in the multistage washing using pump 38 in FIG. 8.
A curved body which could be formed by mounting a curved part, e.g., an arc portion of a pipe of smaller diameter with the arc in convex relation to the larger inlet pipe and thereby to cut down the cross-sectional area by 20% to 30%, is not satisfactory. The indented cusp intersection so formed where the arcuate insert meets the wall of the pipe causes drag in the valleys and creates eddy currents without realizing the essential sharp thrust to the entire flow cross-section as the flow comes into the deflection zone. It is essential that the thrust be imparted by a generally flat surface.
Also, if a curved body not generally flat of an arc cut from a pipe of larger diameter is inserted there is then no sharp thrust. A transition in the inner wall at the deflection zone must occur. A generally curved circular section changes to a flat surface. An instant change in flow results to impart a thrust affecting movement of all particles to the inner wall of the cyclone bowl. Curved inserts have been tried but only generally flat deflectors have been successful. The applicability of the generally flat deflector to cyclones of different sizes is shown in Table 1 which follows and which illustrates the production advantages in tons per hour in column 9, cost advantages in capital investment in column 10, cyclone dimensions in columns 1, 2 and 8, the bottom orifice dimensions in column 7 and the vortex finder adjustments and dimensions in columns 4 and 6. The control of these variables to achieve efficiencies of 95% to 99% in washing coal is the subject of my copending application #3, which is cross referenced herein. In the fixing of the critical angle parameters of the deflection surface in relation to cyclone size and which are shown in Table 1, particular importance is placed on requiring the inlet pipe diameter to be larger than the diameter of the bottom orifice, both in respect to the principle of operation and to the results obtained by cyclone machines modified by the invention.
In Table 1 at column 4 the vortex finder diameter (inside diameter) is set to produce about 70% recovery of lights for a two stage plant, the remainder constituting heavies or refuse leaving the bottom orifice. The 70% value may be fine tuned by 15%+ or 15%-, e.g., up to 85% or down to 55%. Accordingly, for each ton input in continuous operation the 4th column of Table 1 sets 0.7 tons output as lights and 0.3 tons output as heavies out of the bottom. To bring the lights output value up we decrease the bottom orifice diameter towards the minimum value shown in column 7. This inter-relationship to outlet orifice for all cyclone sizes is claimed in my application #3.
In columns 10 and 11, the economic data are provided for cyclone selection. Whether to install a large number of cyclones of small size or a few cyclones of larger size can be more easily ascertained. With the present invention installed in an 18 inch, 3 cyclone plant, the cost of the plant is recovered in 9 months of two shifts per day operation.
TABLE 1__________________________________________________________________________CRITICALITY OF FLAT DEFLECTOR SURFACE ANDEFFECT OF CYCLONE SIZEPressure 10 to 35 psi; Fluid Velocity 8 to 28 FPS% Solids 20 to 50 Inlet Vortex 83 Bottom Inside 1973 Bowl 2 Feed Finder width Vortex Orifice Height of EstimatedDish 82 Dia pipe 1 box 4 of bowl Finderbox 3 Dia Cyclone Capacity Costheight size Inside Inside 62 4 length limits bowl 2 in $126.19 perin inches in inches Dia. Dia. in inches in inches in inches in inches TPH inch of Dia.__________________________________________________________________________3.284 10 3.068 4.026 2.987 7.847 0.972 to 12.222 16 to 1261.91 2.222 443.917 12 4.026 5.047 3.188 9.417 1.167 to 14.667 22 to 1514.29 2.667 624.569 14 4.313 6.065 3.250 10.986 1.361 to 17.111 25 to 1766.67 3.111 705.222 16 4.563 7.187 3.188 12.556 1.556 to 19.556 28 to 2019.05 3.556 795.875 18 6.000 7.875 4.375 14.125 1.750 to 22.000 50 to 2271.43 4.000 1356.528 20 6.813 7.875 4.375 15.694 1.750 to 24.444 64 to 2523.81 4.000 1767.181 22 4.437 7.981 5.813 17.264 1.750 to 26.889 77 to 2776.20 - 4.000 2107.333 24 7.981 10.020 5.937 18.833 2.333 to 29.333 88 to 3028.58 5.333 24211.750 36 11.938 15.000 9.250 28.250 3.500 to 44.000 198 to 4542.87 8.000 54113.056 40 13.124 16.876 10.250 31.389 3.889 to 48.889 239 5047.63 8.889 65415.667 48 16.500 20.250 12.000 37.667 4.667 to 58.667 378 to 6057.15 10.667 1033__________________________________________________________________________
(D) CENTER ANGLE VARIATION REDUCTION IN FLOW AND AREA OF INLET PIPE TO CYCLONE (TABLE 2)
As mentioned above under Section B dealing with the critical angle parameter of the generally flat triangular deflectors 68A or 68B this parameter affects the velocity of the initial thrust of all the particles in the deflection zone more than the other two parameters. The deflection angle together with the included angle control the direction of the thrust of the particles in the deflection zone of the inlet pipe. With these factors in mind, the optimum center angles are shown in Table 2 below and column 1 creates the optimum center angle to the area of reduction in column 2, area of flow in column 3 and percentage area reduction in the inlet pipe in an 18 inch centrifugal cyclone fitted with an inlet pipe with a 6 inch diameter.
The center angle increases in larger cyclones. For example, a 48 inch cyclone will have an optimum center angle of about 125.degree. to 135.degree. for recovery of at least about 70% of washed coal from the cyclone, the recovery based on that predicted by the specific gravity washability test disclosed in my copending patent application case No. 2 and cross referenced below.
The center angle in a 20 inch cyclone may be increased from 120.degree. up to 140.degree. to make a lower recovery in speeded up multiple stage washing operations and recovery of at least 50% up to 90% may be achieved by this speeded up method of multiple washing either in series or in parallel.
TABLE 2______________________________________CENTER ANGLE VARIATION REDUCTIONIN FLOW AND AREA OF INLET PIPE TO CYCLONE % AreaCenter Area of reduction Reductionangle *Constant Area of Flow of inlet pipe______________________________________118 .5883 5.2947 22.9796 18.73119 .6012 5.4108 22.8635 19.14120 .6142 5.5278 22.7465 19.55121 .6273 5.6457 22.6286 19.97122 .6406 5.7654 22.5089 20.39123 .6540 5.8860 22.3883 20.82124 .6676 6.0084 22.2659 21.25125 .6812 6.1308 22.1435 21.68126 .6950 6.2550 22.0193 22.12117 .5755 5.1795 23.0948 18.32116 .56291 5.0661 23.2082 17.92127 .7090 6.3810 21.8933 22.57128 .7230 6.5070 21.7673 23.01129 .7372 6.6348 21.6395 23.47130 .7514 6.7626 21.5117 23.92131 .7658 6.8922 21.3821 24.38132 .7803 7.0227 21.2516 24.84133 .7950 7.1550 21.1193 25.31134 .8097 7.2873 20.9870 25.77135 .8245 7.4205 20.8538 26.24136 .8395 7.5555 20.7188 26.72137 .8545 7.6905 20.5838 27.20138 .8697 7.8273 20.4470 27.68139 .8850 7.9650 20.3093 28.17140 .9003 8.1027 20.1716 28.66141 .9158 8.2422 20.0321 29.15142 .9313 8.3817 19.8926 29.64143 .9470 8.5230 19.7513 30.14144 .9627 8.6643 19.6100 30.64145 .9786 8.8074 19.4669 31.15151 1.0753 9.6777 18.5966 34.23______________________________________ *Constant from Machinist's Handbook
(E) MANUFACTURE AND INSTALLATION OF STREAMLINE FLOW EQUALIZERS SHOWN IN FIGS. 5 AND 6
In order to permit proper mixed coal and water flow from the pump 18 or 37 into the inlet pipe feeding the bowl 2 of the cyclone, it is essential that equal rate percent of flow of the same solids content and liquids content be carried from any common line to each centrifugal cyclone. The first requirement for manufacturing the streamline flow equalizers of the invention is determining the path of travel of the solids portion of the pulp slurry. The path will depend upon the pathway of the plumbing which leads from the pump to the manifold and it is in the zone before the manifold that flow analysis must be made.
FIG. 5A is a top view of a distributor manifold 9 which is modified in accordance with the invention for supplying equal rates of constant concentration percentage solids to three centrifugal cyclones 19 or 38, the former for single or first stage, the latter for multistage at second stage or beyond.
FIG. 5B shows the top pipe feeding the pulp slurry to the manifold 9 from the first or second stage slurry pumps 18 or 37 depending upon the plant size, capacity and function. At the first T connection after the elbow in FIG. 5B there is installed a 50--50 streamline flow equalizer 100 in order to divide the pulp slurry stream into equal portions. The location of equalizer 100 is very critical for the equal division of the stream. The 50--50 equalizer 100 is shown in detail in FIG. 6A.
The divided pulp slurry flows horizontally towards the ends of the second level. To eliminate the turbulence created at the ends of manifold 9 it has been found essential to install flow diverters 104 as shown in FIG. 5B at the second level section.
The placement of the diverters 104 in manifold 9 makes it possible to predict the precise location of the one-third to two-thirds streamline flow equalizer 105 in the manifold 9. The 90.degree. turning force at diverter 104 causes the solids to be more concentrated on the outer front side walls of the manifold 9 and this feature is shown by both arrows and legends in FIG. 5B. By placing the equalizers 105 in the position as is shown in FIG. 5A and FIG. 5B, each centrifugal cyclone 19 or 38 will then receive equal portions of pulp slurry.
FIG. 5A and FIG. 5B shows the location of the lower level diverters 104 which are located at critical sites in order to preserve laminar streamline flow to each centrifugal cyclone 19 or 38.
FIG. 6A shows a perspective view of 50--50 streamline flow equalizer 100. The flaps 100A and 100B give the pulp slurry a smooth curving bend to flow across and they seal the manifold 9 section to prevent the divided streams from becoming unequal in rate and concentration.
FIG. 6C shows a perspective view of a one-third to two-thirds streamline flow equalizer 105.
The 50--50 equalizer 100 of FIG. 6A is uniquely associated in the manifold 9 with the equipartition function for producing two slurries of the same concentration at a T connection and comprises a flow splitter panel 100B, generally square shaped body having on opposite faces thereof opposed diagonal sealing flaps 100A. Each of the two flaps, 100A, is generally perpendicular to the respective face of panel 100B. Each flap 100A connects the nonadjacent corners of 100B. Each seals the diverter flow split by center placement of 100B.
The equalization of the flow of suspended particles by the diverting flap surfaces of 100A and by the splitter panel 100B depends upon the initial requirement of uniform flow in the line to the manifold. The recognition and detection of flow non-uniformity is the subject matter of my copending application case No. 3 and is aided by the installation of pressure gauges at critical points in the piping and plumbing between the pulp mixer, pump and the manifold.
The equalizers are assembled and manufactured at the same time, reference being made to FIGS. 6A, 6B.sub.1, 6B.sub.2, 6B.sub.3 and 6C for the structures. The pulp slurry feed line is cut approximately 2 inches before the T connection and the flow equalizer plate 100B is then installed in the proper position to divide the slurry into equal solids and equal liquid concentrations.
The next step is to cut the right and left curvature flaps 100A. This is simplified by making a template out of a stiff cuttable material such as cardboard and then cutting the flaps 100A from a high abrasion resistant weldable steel. The next step is to weld the flaps 100A in place. Thereafter the separated parts are reconnected and the feed line is then welded to reconnect it.
The end radiused streamline flow diverter 104 is also manufactured and installed at the same time. A diagonally shaped cap is cut off the ends of the manifold in order to provide an opening where the diverters are to be installed.
A template for the flow diverter 104 is then cut from a stiff cardboard material. The diverters 104 are then cut, using the template as the pattern, from a high abrasion-resistant weldable steel. The diverters 104 are then installed and secured by welding. The caps which were cut from the ends are then put back on.
The last two equalizers 105 are installed as the first one except the flow equalizer plate 105B is installed off center so as to divide the portions of equal percent solids and percent liquids into two-thirds and one-third.
The two-thirds portion feeds one end cyclone 19 or 38. The one-third portion from each of the two streamline flow equalizers 105 feeds the middle cyclone 19 or 38. The two-thirds portion from the opposite end streamline flow equalizer 105 feeds the other end cyclone 19 or 38.
The right flap 105A and left flaps 105C are of different sizes. Templates are constructed as before, and the flaps 105A and 105C are cut from a high abrasion-resistant weldable steel. The flaps 105A and 105C are then welded into position, and the pipes are welded back together.
Abrasion-resistant and wear-resistant steels adapted for welding are widely used and well known in the welding repair of bulldozer blades, drag line buckets, endloader buckets and clam shell buckets used in excavaters. The inventor has used T-1 steel available from Ryerson Steel Company. These steels are useful in providing wear-resistance against impact by loose abrasives in the wet condition and are characterized by high surface hardness resistance to cracking and toughness. Heat treatment after welding with these sheets is not required.
(F) OPERATION OF COAL WASHING PLANT
1. Continuous Single Stage Washing, Dewatering and Drying
The following description of FIG. 7 shows an embodiment of the invention employing three 18 inch cyclones 19, in parallel, capable of preparing upwards of 150 tons per hour at 98% recovery based on washability testing as shown in my copending patent application case No. 2.
Raw coal is mined from a strip or deep mine and delivered to the cleaning plant where it is crushed and sized to 3/4.times.0 product designated as raw coal pile 16.
The 3/4.times.0 raw coal is fed into the first stage slurry tank 17 by means of the raw coal conveyor 42 after passing over the raw coal belt scales 88. The scales 88 weigh the feed, thus establishing the tons per hour being fed to the washing plant.
At the same time the 3/4.times.0 raw coal is being fed to the slurry tank 17, make up water is pumping into the tank 17 from the make up water pond 34 to make a predetermined pulp slurry having a known percent solids content.
Liquid caustic (50% solution of sodium hydroxide) 86 is metered into the make up water line before the make up water pump 35 to set the pH at the desired level for the coal being processed to yield a silt water 49 at a pH of about 6.0 to about 7.0. This silt water pH level is necessary to insure minimal corrosive action to the plant interior parts.
It is a novel and patentable aspect of the invention to add quick dissolving liquid caustic to the make up water line into the make up water pump 35 whereby the pH of the water charged to the washing system so that the water leaving the system going to silt pond 33 will be at substantial neutrality, e.g., a pH of about 6.0 to about 7.0, thereby assuring the elimination of developing acidity as the solids are processed in the plant. It is a characteristic of many coals in the eastern part of the United States to develop high acidity and exhibit low pH, e.g., a pH of 3 to 5. The so called "acid waters" in the Appalachian mountains are a part of American folklore.
These acid waters encountered in washing corrode the low carbon steel used in manufacturing the cyclone 18 as well as the box 8, vortex finder 4, and especially the sloping bottom and bottom orifice 3 which are subjected to maximum abrasive wear by wet hard shale, rock, and siliceous refuse, etc. in the heavy fractions.
The selection of mild steel for improved corrosion service in fabricating the cyclone parts is not of any significant advantage in comparison with the need for silt water acidity control in accordance with the invention. It must be recognized that the invention reduces corrosion by eliminating turbulent flow which causes corrosion while simultaneously controlling acidity which accelerates corrosion.
The first stage pulp slurry of from 18% to 50% solids is pumped by the first stage pump 18 to the distributor manifold 9 (refer to FIG. 5) where it is equally proportioned to each first stage centrifugal cyclone 19 under appropriate constant pumping pressure which may vary from 10 psi up to 35 psi. Optimum pressures are from about 18 to 24 psi.
The bunched first stage centrifugal cyclones 19 classify the slurry by specific gravity into two slurries: the light 1.5 specific gravity float particles, referred to as clean coal slurry, and the heavy 1.5 specific gravity sink particles referred to as the refuse slurry. The 1.5 specific gravity plant setting is determined from the clean coal quality and percent recovery as calculated from the lab analysis of the clean coal product sampled off of the clean coal belt 27 at location 91 and the weight recorded by the clean coal belt scales 95.
The bunch of cyclones 19 provides a battery especially adapted for single stage washing of 3/4.times.0 lignite to provide coal for gasification and making steam.
The lab analysis and the percent recovery is compared to a laboratory washability analysis as explained in my copending patent application case No. 2, thus determining the plant efficiency as a percentage of clean coal based on the washability test.
The clean coal slurry is delivered via the clean coal exit pipe 10 to the sieve screens 20 where a large portion of the water and some of the clean coal fines are separated from the larger clean coal particles.
Sampling location 98 at each of the dewatering sieve screens 20 provides clean coal quality information for each individual cyclone. This information is required to determine the necessary changes in settings 83 of the vortex and its relation to the orifice 3. Changes in these settings 82 and 3 are described in my copending patent application case No. 3. Also refer to FIGS. 1, 2 and 5 in this application for the 18 inch cyclone setting.
The larger clean coal fraction is delivered to the coarse clean coal dryer 21 which is a conventional machine shown in the Riegel text entitled Chemical Machinery (Reinhold Publishing Corporation: New York, New York, 1944), page 30. The product is centrifugally spun dried in this machine to less than 8% moisture and placed on the clean coal conveyor belt 27 along with the fine clean coal product from the fine clean coal centrifugal dryer 26.
The water and clean coal fines from the coarse clean coal dryer 21 is delivered to the fine clean coal slurry tank 23 where the water and fine clean coal from the sieve screens 20 are delivered to make up the fresh fine clean coal charge.
The slurry pump 24 pumps the fine clean coal slurry to the clarifying cyclones 25 where the slurry is split into two fractions: the clarified water 47 and the high solids fine clean coal slurry 55.
The clarified water 47 is piped back to the raw coal slurry tank 17. The high solids fine clean coal slurry 55 is delivered to the fine clean coal dryer 26 where the clean coal product is dried to approximately 12 to 16 percent moisture, sampled at location 92, and then placed on the clean coal conveyor belt 27 along with the dried coarse clean coal to yield a composite clean coal product of 8% moisture or less.
The small fraction of clean coal fines that escaped through the fine clean coal centrifugal dryer 26 and the water are delivered back to the fine clean coal slurry tank 23 to be mixed with the fine clean coal fines from the sieve screens 20 and the coarse clean coal dryer 21.
The composite clean coal product is sampled and weighed at location 91.
The refuse slurry from each centrifugal cyclone 19 is sampled and delivered to the refuse dewatering screen 28 where the refuse is split into two fractions: the dewatered coarse refuse 50, and the fine refuse and water referred to as silt water 49.
The coarse refuse is conveyed, sampled at location 93, and weighed by the refuse scales 96 on the refuse conveyor 31. Refuse conveyor 31 is a conventional machine and is shown at page 79 of the text by Riegel entitled Chemical Machinery (Reinhold, 1944). The refuse pile 32 is then disposed of either by hauling or conveying back to the mined area or in some situations the refuse has a salable value and can be marketed.
The silt water 49 is delivered to the silt water slurry tank 29, pumped by the silt water pump 30 to the silt water settling pond 33 and sampled at location 94 to monitor the silt water pH value. The silt settles out and the clear water decants into the make up water pond 34 from which the make up water pump 35 draws.
2. Continuous Multistage Washing, Dewatering and Drying
The deflector-fitted centrifugal separating cyclones are set up in bunched arrangement to separate coarse clean coal 51 and fine clean coal 52 from coarse refuse 32 and fine refuse 33 respectively. All of the clean coal 22 (coarse coal 51 which is 3/4.times.0 and fine coal 52 which passes through the dewatering and and drying screen) is separated from all of the refuse (coarse refuse 32 and fine refuse 33) in these deflector-fitted centrifugal separator cyclones 19, 38 and 41.
The clean coal slurries (water and clean coal) 111, 112 and 113 are all fed to the dewatering stations 20 (sieve screens), as shown in FIGS. 7 and 8, for reducing the water content of the clean coal slurries 44 to a level which is acceptable for the efficiency limits of the centrifugal dryer 21.
The dewatered clean coal slurries 44 from each dewatering sieve screens 20 are fed to the first centrifugal dryer 21 to further reduce the water content of the clean coal 44 to the acceptable level which meets the moisture specification of the final dry clean coal 51. This final dry clean coal 51 generally has larger, more coarse coal particles than smaller clean fine coal particles.
The dried clean coal 51 is then conveyed, weighed and piled by conveyor 27, belt scales 95 and pile 22, shown in FIGS. 7 and 8.
The black water slurries 45 and 46, which were separated from the dried clean coal 51, are piped to the clarifying circuit slurry tank 23 for beginning the removal circuit of the clean fine coal 52 which escaped through the dewatering sieve screens 20 and the centrifugal dryer 21 in the preceding drying operation and recycling of the clarified water for reuse in the deflector-fitted centrifugal separator cyclone plant circuit.
The water content of the clean fine coal slurries 45 and 46 is reduced to a level which is acceptable for efficient operation of the fine clean coal centrifugal dryer 26 or other fine clean coal drying equipment by centrifugal dewatering in the bunched clarifying cyclones 25, shown in FIGS. 7 and 8.
The dewatered fine clean coal slurry 55, containing about 30% to 40% moisture, is fed to the fine clean coal centrifugal dryer 26, which is fitted with a conventional dryer screen, to reduce the moisture content of the fine clean coal 55 passing through the dryer to the acceptable level which meets the moisture specification of the final dry clean coal 22.
The fine clean coal 52 is conveyed, weighed and piled by conveyor 27, belt scales 95 and pile 22 along with the clean coal fraction 51.
The second part 47, which is clarified water from the clarifying cyclones 25 containing fine clean coal 52 which escaped with the clarified water 47 due to the efficiency limits of the clarifying cyclones 25, is recycled along with the clarified water from the centrifugal cyclone 26 to the first stage slurry tank 17, second stage slurry tank 36 and third stage slurry tank 39 whereby a constant level of recycling fine clean coal 52 will push out of the closed system in continuous operation that part of the fine clean coal particles 52 freshly separated by said dewatering screen 20 to assure the feeding of freshly separated fine coal to the clean coal product pile as shown in FIGS. 7 and 8.
(G) OPERATION OF A MULTIPLE STAGE HYDROCYCLONE CLEANING PLANT
The following description of FIG. 8 shows an embodiment for multiple stage washing. Reference is made to the description of FIG. 7 up to the first stage cyclone 19 separation. The first stage centrifugal cyclones 19 classify the slurry by specific gravity into two slurries: the light 1.4 or less specific gravity particles referred to as clean coal slurry, and the heavy 1.4 or greater specific gravity particles referred to as first stage refuse 43. The first stage cyclones 19 have been set to yield high quality clean coal slurry by sacrificing the percent recovery. This produces a first stage refuse 43 containing valuable clean coal.
It also produces a high quality clean coal slurry that will yield a first stage coarse clean coal product 44 which after drying can be separately conveyed, sampled, and weighed to a high quality clean coal pile 22, this coal having excellent metallurgical value.
The first stage refuse slurry 43 is sampled and delivered to the second stage slurry tank 36 where it is pumped via the second stage pump 37 to the second stage manifold distributor 9 (refer to FIG. 5 description and drawing) and proportionately equalized to each second stage centrifugal cyclone 38.
The slurry 43 is divided into two slurries: the light 1.47 or less specific gravity particles referred to as the clean coal slurry, and the heavy 1.47 or greater specific gravity particles referred to as the second stage refuse slurry. The specific gravity settings can be adjusted to fit the raw coal being processed.
The second stage clean coal slurry is processed as shown in FIG. 7 or as the first stage clean coal slurry. The second stage refuse slurry 53 is sampled and delivered to the third stage slurry tank 39. The third stage slurry pump 40 pumps the slurry 53 to the third stage distributor manifold 9 (refer to FIG. 5) where the slurry is proportionately equalized to each third stage centrifugal cyclone 41 or is just pumped to a third stage centrifugal cyclone 41.
The slurry 53 is divided and processed as in the preceding first two stages. As many stages as the raw coal product requires can be added and the processing followed as described in FIG. 7 and FIG. 8.
The last sequence of operations is the fines processing 23, the final refuse dewatering 28, and the fine refuse slit water 49 processing.
(H) FLOW REVERSAL WITHOUT TURBULENCE TO CONTROL RECOVERY AT A PREDETERMINED LEVEL IN SINGLE AND MULTIPLE STAGE WASHING
(1) Conservation of Pump Energy
In each of the types of preparation plants shown in FIGS. 7 and 8 the raw coal pulp slurry receives the fluid energy imparted to the mixture by the centrifugal impeller pump 18 of FIGS. 7 and 8, and the conservation of this imparted energy by proper positioning of the equalizers 100 and 105, diverters 104, and the deflector 68A and 68B, as shown in FIGS. 5 and 5A, prior to the entrance into the cyclone bowl 2 permits the attainment of maximum velocity and pressure available from the pump 18 into the coal washing system. This energy is vitally necessary to create the laminar super gravity liquid separation forces required for the separation of suspended particles in water by specific gravity or weight alone rather than by size separation.
(2) Contamination of Clean Coal
Due to the critical deflection surface 68A or 68B in the inlet pipe there is an avoidance of contamination in the light fraction by floc or slimes mentioned in Visman, U.S. Pat. No. 3,353,673, column 1, line 58. Horizontal layers are shown in Visman's drawing. The slimes or floc are generally impure. The fine particles of impure siliceous appear in the clean coal slurry after separation and thus contaminate the fine clean coal circuit. The fine clean coal circuit is typically exemplified by connecting circuit lines 45 and 48 in FIG. 7 and by these numbered lines in a multistage plant in FIG. 8.
In the separated vertical layers described in FIG. 1 and FIG. 2, the particles are displaced by specific gravity or particle weight rather than by particle dimension or size, as is a problem encountered in Visman's horizontal layers. In contrast as shown in FIG. 1 and FIG. 2 herein the fine clean coal particles are combined at the outer wall of vortex finder 4 in the vertical layer which is identified as light specific gravity layer 71. The heavy specific gravity fines are displaced and move outwardly centrifugally to report to the heavy specific gravity layer 70.
Streamline flow creates layer formation in the vertical plane by avoiding and actively preventing the incorrect placement of the inlet flow in the accelerated mode, by higher velocity due to cross-section area constriction.
Flow reversal requires adequate height measured from length 83 of the vortex finder in order for lighter particles in layer 71 to enter the interior of the vortex finder 4. Obviously this height could change if the cyclone bowl width 62 changes and if a different slope or concavity at the bottom dish 82 is used. The complex interrelationship permitting adjustment of these factors and the practical application to preset cleaning efficiency and production is the subject matter of my copending patent application case No. 3.
(3) Withdrawal of Fines and Recycling
As soon as reversal occurs it is noteworthy that energy conservation has propelled the lightest density particles free of slimes by the shortest path out of the center pipe 10 above the vortex finder and that, surprisingly, the finest clean coal particles accompany the coarsest clean coal particles at the outlet to sieve screen 20. These finest particles can be withdrawn, dewatered, screened and a part of the fine clean coal particles recycled as part of the make-up water in the slurry tank which feeds the unwashed a raw coal from pile 16, for example slurry tank 23 or slurry tank 17, or both of these in FIG. 7 or in FIG. 8. The recycling of suspended fine clean coal serves to thereby minimize the mechanical losses of the clean coal fines in the continuously operating system. Intermittent recycling may be adequate.
Obviously, a fine particle build-up of clean coal fine particles will occur either in the washing plant of FIG. 7 or in the multi stage plant of FIG. 8. This fine particle build-up of old fine coal forces all of the additional fresh fine coal particles out of the system and it has been found that substantial product savings are realized by the conservation of the fines.
(4) Conservation of Fines in Operation of Centrifugal Dryer 26 of FIG. 7 and FIG. 8
The withdrawal of washed clean fines uncontaminated with slimes and siliceous impurities in the two closed clean coal fine circuits illustrated in FIGS. 7 and 8 represented by 45 and 48 has been mentioned above. The first fine clean coal circuit consists of line 45 coming from the sieve screen 20 and line 110 coming from the coarse coal dryer 21. Dryer 21 handles the coarse coal separated after screening the output of the bunched cyclones from outlet 10 in FIG. 7. The clean coal line, which is the auxiliary for intermittent use, constitutes the second clean coal circuit. The second clean coal circuit 48 comes from the fine clean coal dryer 26 and feeds the raw coal slurry tank 17 at the beginning of the washing process. Thus, part of the fines are returned to the unwashed raw coal slurry in the tank 17 for the inlet to the bunched centrifugal cyclones. Gravity separation is aided by recycling old fines to push out new fines.
The energy output of pump 18 to the battery 19 in FIG. 7 is less due to the streamlined flow condition created by deflector 68A or 68B and there is little energy loss from pump 18 into the cyclone. The first spending of this energy is after clean coal is produced and separated at sieve screen 20. There the first fines drop through screen 20 by gravity and charge the slurry tank 23 with the separated fines. The fine clean coal line 110 which leaves with its contents from the coarse clean coal dryer 21 completes the first circuit of the fresh clean coal fines which is a continuous feed of fines charged to the fine clean coal slurry tank 23.
The clean coal fines emerging into circuit 48 at the fine clean coal dryer 26 make up the recirculated fines for the last additions to the clean coal slurry tank 23.
It is preferred that the recycling circuit 48 be used intermittently. The second fine clean coal circuit 48 so created adds fines to the raw coal slurry tank 17 and under some circumstances can be added to the clean coal slurry tank 23 so as to push fresh fines out of the clarifying cyclones 25 which are fed by pump 24.
EXAMPLES
The examples which are set forth below illustrate the unexpected results achieved in converting refuse discarded from earlier coal washing into valuable coal for the steam generation market, coal which must bring down the mineral ash content to below 14% and raise the BTU content per pound to 12,000 BTU or more at low sulfur. These tests for ash, sulfur, BTU per pound, Free Swelling Index (cokability for metallurgical coal), M and A Free BTU (moisture and ash free BTU per pound) are all standard ASTM tests for bituminous coal used throughout the utility and steam generator industry.
(A) Apparatus Employed in Examples
The following examples 1, 2, 3, and 4 illustrate the operation of an 18 inch centrifugal cyclone which is the structure shown in FIG. 1 with the cyclone circumference 181/4 inches measured at its inner diameter, the height of the cyclone being 22 inches, and the bottom orifice diameter being less than the inner diameter of the inlet pipe and lying between 31/2 inches and 47/8 inches. The 6 inch inlet pipe fixes a relationship between the inner diameter of the inlet pipe and the diameter of the bottom orifice, the former being always greater than the latter. Adjustment of the ratio of the inlet pipe diameter and the bottom orifice diameter is simply accomplished by using smaller diameters for the bottom orifice in order to achieve predetermined recovery of washed coal. In this connection, note from Table 1 herein that differing cyclone sizes are used and the structural dimensions of inlet feed pipe vortex finder, bowl width, height, etc., are as shown in Table 1. Further note the relationship of inlet pipe diameter to vortex finder which can be derived from columns 3 and 7 of Table 1. However, the details of these ratios and the adjustment for improving recovery of washed coal are the subject matter of my application #3.
(B) Illustration of Effect of Deflector
Example 1 and Table 1 disclose the washing of coal 190 1 which is 3/4.times.0 crushed WSR Bone Pile Shaker Coal in the above described centrifugal cyclone but without the insertion of the deflector 68A in the critical angle relationship shown in FIGS. 1 and 3. WSR Bone Pile is a refuse recovered from earlier washing and has value only as crushed rock fill, $5.00 per ton.
Example 2 is identical in every respect to Example 1 except that deflector 68A is installed as shown in FIG. 1. The differences in operation can be seen in Table 2 for Coal #1 which summarizes the same data presented in Table 1.
Example 3 is comparable to Example 1 in that it discloses washing without the deflector 68A and illustrates the washing in a centrifugal cyclone using another coal sample, namely raw crushed 3/4.times.0 coal from Sun Bone Pile separated from Breaker. This raw crushed coal is a separated refuse from an earlier washing operation and was regarded as having no commercial value for its coal content and deemed unsuitable for commercial washing.
Example 4 is the same as Example 3 except that, like Example 3, it uses deflector 68A as mounted in FIG. 1 of the application, and demonstrates the result achieved after the deflector 68A is installed with the bottom orifice diameter being less than the inlet pipe diameter but at 31/2 inch instead of 41/4 inch diameter.
EXAMPLE 1
The 18 inch cyclone was fed a refuse grade coal, WSR Bone Shaker Pile, 3/4.times.0, located at Georges Creek, Lonconing in Allegheny County, Western Maryland, from a coal pile fill at an abandoned railroad bridge near Georges Creek. The coal was believed to be about 100 years old and taken from the Pittsburgh seam. National Geographic Magazine, at Volume 149, Issue No. 6, June 1976, featured an article on this mine which is believed to be the first mine in the United States. This Pittsburgh seam is very high quality coal low in ash and low in sulfur. Because of the low sulfur it does not undergo spontaneous combustion in gob piles as many high sulfur gob piles do in the Eastern coal fields.
The rate of pumping through the cyclone is 45 tons per hour. The coal slurry pumped into the inlet without a deflector 68A is at about 18 feet per second. The vortex finder adjustment in each cyclone is at about 11 inches and both first and second stages of FIG. 8 were used.
The first stage of the coal washing plant of FIG. 8 embodies cyclones 1, 2, and 3 with the height of the vortex finder at the precise height shown. The settings of vortex height in relation to the bottom orifice diameter fixes a recovery of 1.75 lights at 70% for the two stage plant output.
The mineral ash content dropped from 30.81% to 18.86% which makes the product wholly unsatisfactory for the seam market, which must be less than 14%.
The BTU per pound was raised from 10,150 to 12,309 which shows that the high mineral ash after conventional washing frustrates recovery of a low quality steam grade coal. This coal could be useful in the present energy crisis if the ash, only, were removed.
TABLE 1__________________________________________________________________________Without Deflector 68ACoal #1Product Name Theoretical Plant %WSR Bone Analysis Dry Basis % Recovery EfficiencyPile Shaker BTU Vortex Bottom Tons based on Plant based onCoal % % per M & A FSI coke Finder orifice Per washability % washabilitySample I.D. Ash Sulphur pound Free BTU button depth diameter Hour Test Recovery Test__________________________________________________________________________Raw 30.81 0.71 10150 14670 1 135CoalClean 18.86 0.62 12309 15170 1 83 67.70 61.22 90.43CoalRefuse 50.24 0.58 7108 14285 0 52 32.30 38.78Centrifugal 1 16.17 0.61 103/4 4 7/8CycloneCentrifugal 2 15.00 0.75 11 41/4CycloneCentrifugal 3 16.22 0.72 11 41/4CycloneCentrifugal 4 15.13 0.76 103/4 41/4CycloneCentrifugal 5 18.39 0.73 103/4 41/4Cyclone__________________________________________________________________________
EXAMPLE 2
This example is substantially identical to Example 1 but with deflector 68A installed, differences and the results are shown in Table 2.
Surprisingly, the mineral ash is reduced from 26.89% to 11.58%. This variation between 26.89% ash to 30.81% ash is an expected sampling range in grab samples from the pile. The ash content dropped to 11.58%.
The important comparison to Example 1 is in the percent of ash reduction, e.g., Example 1, 11.95% reduction and Example 3, 15.31% reduction, on a dry weight basis. As a direct result of the improved ash reduction, an improvement of 28%, the washed coal with a BTU value on a dry basis of 13,552 BTU per pound, by this example, fulfills the requirement for a high grade steam coal which commands a premium price in the present market over low grade steam coal, e.g., $24.00/ton as compared to $20.00/ton.
This example demonstrates reclamation of worthless fill or refuse and its conversion into high grade valuable commercial crushed coal product.
Table 2__________________________________________________________________________With Deflector 68ACoal #1Product Name Theoretical Plant %WSR Bone Analysis Dry Basis % Recovery EfficiencyPile Shaker BTU M & A Vortex Bottom Tons based on Plant based onCoal % % per Free FSI coke Finder orifice Per washability % washabilitySample I.D. Ash Sulphur pound BTU button depth diameter Hour Test Recovery Test__________________________________________________________________________Raw 26.89 0.70 10736 14685 1/2 130CoalClean 11.58 0.73 13552 15327 4 86 67.70 66.21 97.80CoalRefuse 57.67 0.53 6136 14496 0 44 32.30 33.79Centrifugal 1 9.39 41/2 103/4 33/4CycloneCentrifugal 2 8.96 31/2 11 31/2CycloneCentrifugal 3 8.57 41/2 11 33/4CycloneCentrifugal 4 11.34 31/2 103/4 35/8CycloneCentrifugal 5 10.90 3 103/4 33/4Cyclone__________________________________________________________________________
EXAMPLE 3
This example and Table 3 are like Example 1 and illustrate the washing of another sample of coal, Sun Bone Pile from Breaker. The sample is a coal which is the high ash hard boney product from the coal breaker. There has long been a need to recover whatever coal can be saved from the high mineral ash bone coal from the breaker. The breaker piles are an eyesore in the mine area and have stimulated state, as well as Federal, legislation for their removal. The raw coal BTU is 11,037.
The same procedure and apparatus as in Example 1 was used and the vortex finder was set at a gravity recovery of lights of about 1.7 or slightly higher to achieve a recovery of 70%.
The plant was that of FIG. 8 and 5 cyclones were operated at the settings shown in Table 3.
The recovered coal has an ash content of 22.26% and a BTU value of 11,825. The product was unsatisfactory as coal for the steam market.
TABLE 3__________________________________________________________________________Without Deflector 68ACoal #2Product Name Theoretical Plant %Sun Bone Analysis Dry Basis % Recovery EfficiencyPile from BTU Vortex Bottom Tons based on Plant based onBreaker % % per M & A FSI coke Finder orifice Per washability % washabilitySample I.D. Ash Sulphur pound Free BTU button depth diameter Hour Test Recovery Test__________________________________________________________________________Raw 26.64 2.64 11037 15045 61/2 130CoalClean 22.26 2.29 11825 15211 9 92 23.26 70.65 303.74CoalRefuse 37.46 3.05 9207 14721 3 38 76.74 29.35Centrifugal 1 13 3/16 41/4CycloneCentrifugal 2 13 3/16 41/4CycloneCentrifugal 3 13 3/16 41/4CycloneCentrifugal 4 13 3/16 41/4CycloneCentrifugal 5 13 3/16 41/4Cyclone__________________________________________________________________________
EXAMPLE 4
The same coal pile was used as in Example 3, the grab sample showing an analysis of 25.81% mineral ash and BTU substantially the same as Example 3, e.g., 11,076 vs 11,037 for the raw coals.
By installing the deflector 68A in each of the 5 cyclones (see Table 4) the ash drops, surprisingly, from 25.81% to 11.24% which makes the coal conform with the steam market specification of less than 14%. The gravity value was set at a gravity of clean coal at 1.4 in contrast to 1.75 in Example 3.
The BTU value of coal washed by this Example is 13,642 to provide a high quality steam coal having a commercial value of $24.00/ton.
In comparison with a reduction in ash of 26.64% to 22.26% in Example 3, a 16.44% reduction, Example 4 provides a reduction of 25.81% to 11.24%, a 56.45% reduction.
It is surprising to find a reduction with a bone breaker coal 4 times as great with the invention than without.
More important, it is economically and ecologically gratifying to find high quality steam coal in refuse at a time when energy is critically short and its cost looms as the most disturbing challenge to the economic health of the nation.
The adjustments in Tables 3 and 4 illustrate that, by setting recovery at 70%, a different gravity value was made possible by deflector 68A in Example 4 that was not possible in Example 3.
In terms of the recovery and efficiency figures in the laboratory gravity test run at normal gravity and explained in my application No. 2, cross referenced herein, Table 3 showed an efficiency based upon poor coal output, e.g., 3 times as much poor coal as turned out, rather than 100% good coal.
The efficiency in Table 4 is of good coal but, based upon washability at normal gravity, shows recovery substantially higher at the supergravity under high velocity forces between 18 to 20 feet per second in the cyclone bowl.
SEPARATION OF HEAVIER ORES SUCH AS GOLD AND SILVER
Obviously, the invention is also useful in separating heavy ores from lighter impurities as, for example, in the cyclone separation described in Grant, U.S. Pat. No. 2,082,157. In this case, the heavies are the purified fractions of gold and silver and the lights are the pulp slimes and silica impurities.
TABLE 4__________________________________________________________________________With Deflector 68ACoal #2Product Name Theoretical Plant %Sun Bone Analysis Dry Basis % Recovery EfficiencyPile from BTU Vortex Bottom Tons based on Plant Based onBreaker % % per M & A FSI coke Finder orifice Per Washability % washabilitySample I.D. Ash Sulphur pound Free BTU button depth diameter Hour Test Recovery Test__________________________________________________________________________Raw 25.81 1.01 11076 14929 2 130CoalClean 11.24 0.95 13642 15370 6 80.4 23.26 61.87 266CoalRefuse 49.60 0.91 7092 14071 1/2 49.6 76.74 38.13Centrifugal 1 103/4 33/4CycloneCentrifugal 2 11 31/2CycloneCentrifugal 3 11 33/4CycloneCentrifugal 4 103/4 35/8CycloneCentrifugal 5 103/4 33/4Cyclone__________________________________________________________________________

Number	Name	Date
394420	Allington	Dec 1888
911258	Neumann	Feb 1908
1514915	Laukhoff	Nov 1924
1882329	Kreisinger	Oct 1932
2119478	Whiton	May 1928
2288297	Naiman	Jun 1942
2420392	Christensen	May 1947
2471043	Schenck	May 1949
2556496	Mickey	Jun 1951
2622735	Criner	Dec 1952
2656118	Chelminski	Oct 1953
2696298	Griffin	Dec 1954
2819795	Fontein	Jan 1958
2823801	Strohl	Feb 1958
2923151	Engle	Feb 1960
2927693	Freeman	Mar 1960
2956347	Gordon	Oct 1960
2970089	Chang	Feb 1961
3353673	Visman	Nov 1967
3372803	DeLisle	Mar 1968
3578586	Gal	May 1971
3612276	Lowe	Oct 1971
3617560	Desl	Nov 1971
3724674	Loison	Apr 1973
3737032	Burkitt	Jun 1973
3745752	Golluer	Jul 1973
3802825	Upmeier	Apr 1974
3926787	Gay	Dec 1975
3936262	Mehl	Feb 1976

Number	Date	Country
609467	Aug 1963	CAX
988460	Mar 1974	CAX
902601	Jan 1954	DEX
1025803	Mar 1958	DEX
292487	Oct 1929	GBX
506488	May 1939	GBX
936480	Sep 1963	GBX

Continuous method of cleaning a slurry of crushed raw coal

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