CA1248476A - Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand - Google Patents
Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sandInfo
- Publication number
- CA1248476A CA1248476A CA000478673A CA478673A CA1248476A CA 1248476 A CA1248476 A CA 1248476A CA 000478673 A CA000478673 A CA 000478673A CA 478673 A CA478673 A CA 478673A CA 1248476 A CA1248476 A CA 1248476A
- Authority
- CA
- Canada
- Prior art keywords
- middlings
- set forth
- bitumen
- tailings
- feed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Abstract
"TREATMENT OF PRIMARY TAILINGS AND MIDDLINGS
FROM THE HOT WATER EXTRACTION PROCESS FOR
RECOVERING BITUMEN FROM TAR SAND"
ABSTRACT OF THE DISCLOSURE
The primary tailings and middlings are combined and fed to a vessel having the general form of a deep cone thickener. The feed is deflected outwardly and generally horizontally by a baffle, as it is delivered to the vessel. Simultaneously, the outwardly radiating layer of newly added feed is contacted from below by an upwelling stream of aerated middlings, which stream moves in parallel with the aforesaid layer. Bitumen froth is formed and recovered. The upwelling stream is provided by circulating middlings through eductor/aerator assemblies and a plenum chamber mounted centrally in the body of middlings in the vessel. A generally circular circulation of middlings is generated.
In this manner, the newly added bitumen is quickly and efficiently recovered. Recirculation of middlings to the aeration zone yields an additional recovery of bitumen. Use of the deep cone ensures that the tailings from the vessel are relatively low in water and bitumen content.
FROM THE HOT WATER EXTRACTION PROCESS FOR
RECOVERING BITUMEN FROM TAR SAND"
ABSTRACT OF THE DISCLOSURE
The primary tailings and middlings are combined and fed to a vessel having the general form of a deep cone thickener. The feed is deflected outwardly and generally horizontally by a baffle, as it is delivered to the vessel. Simultaneously, the outwardly radiating layer of newly added feed is contacted from below by an upwelling stream of aerated middlings, which stream moves in parallel with the aforesaid layer. Bitumen froth is formed and recovered. The upwelling stream is provided by circulating middlings through eductor/aerator assemblies and a plenum chamber mounted centrally in the body of middlings in the vessel. A generally circular circulation of middlings is generated.
In this manner, the newly added bitumen is quickly and efficiently recovered. Recirculation of middlings to the aeration zone yields an additional recovery of bitumen. Use of the deep cone ensures that the tailings from the vessel are relatively low in water and bitumen content.
Description
~2~34~
FIELD OF THE INVENTION
FIELD OF THE INVENTION
2 This invention relates to a method and apparatus for
3 recovering bitumen from a feed stream comprising solids, water and bitumen,
4 preferably one or both of the tailings and middlings streams from the primary separation vessel used in the extraction of bitumen from tar 6 sand by the hot water process.
8 Tar sand is currently being exploited for the recovery of 9 bitumen therefrom by two large commercial plants in the Athabasca region of Alberta. In general, the tar sand is mined, the bitumen is extracted 1l from it by means of the hot water process, and the bitumen is upgraded 12 in a refinery-like operation to produce synthetic crude.
13 The mined tar sand comprises coarse sand particles, 4 individually sheathed in a thin film of connate water, with bitumen trapped in the interstices and clay-size mineral particles ttermed 16 'fines') distributed in the sheaths.
7 The tar sand is not constant in composition. There is a 1~ significant variation in its nature and processibility. In general, the19 bitumen content diminishes and the fines content increases as the gradeof the tar sand deteriorates. A "rich" tar sand typically might comprise:
21 Total solids - 85.0%
22 bitumen - > 12%
23 fines - 5% of total solids 24 A "poor" tar sand typically might comprise:
Total solids - > 85%
26 bitumen - 8.0%
27 fines - up to 25% of total solids 3~2~8476 Typically, one might expect to recover greater than 90% of the contained 2 bitumen from a "rich" tar sand and only about 60% from a "poor" tar sand, 3 in the primary separation step of the hot water extraction process.
4 The variation in the nature and quality of the tar sand
8 Tar sand is currently being exploited for the recovery of 9 bitumen therefrom by two large commercial plants in the Athabasca region of Alberta. In general, the tar sand is mined, the bitumen is extracted 1l from it by means of the hot water process, and the bitumen is upgraded 12 in a refinery-like operation to produce synthetic crude.
13 The mined tar sand comprises coarse sand particles, 4 individually sheathed in a thin film of connate water, with bitumen trapped in the interstices and clay-size mineral particles ttermed 16 'fines') distributed in the sheaths.
7 The tar sand is not constant in composition. There is a 1~ significant variation in its nature and processibility. In general, the19 bitumen content diminishes and the fines content increases as the gradeof the tar sand deteriorates. A "rich" tar sand typically might comprise:
21 Total solids - 85.0%
22 bitumen - > 12%
23 fines - 5% of total solids 24 A "poor" tar sand typically might comprise:
Total solids - > 85%
26 bitumen - 8.0%
27 fines - up to 25% of total solids 3~2~8476 Typically, one might expect to recover greater than 90% of the contained 2 bitumen from a "rich" tar sand and only about 60% from a "poor" tar sand, 3 in the primary separation step of the hot water extraction process.
4 The variation in the nature and quality of the tar sand
5 feed depends on factors such as location, depth in the deposit, and
6 the like. As a general statement, it is true that the ever-varying
7 quality of the tar sand feed generates significant operating and
8 recovery problems for the extraction plant.
9 At this point, it is appropriate to describe the hot water process in a general sense. The details of the process are 1l well documented in the literature.
12 In the first step of the process, the as-mined tar sand 3 is fed into a horizontal, rotating drum. Hot water, having a temperature 4 of about 180F, is also fed into the drum and steam is sparged into the mixture, to maintain a slurry temperature of about 180F. The rotating 16 drum cascades the porridge-like mixture, with the result that air 17 bubbles become entrained therein. After a residence time of perhaps 18 10 minutes, the slurry is discharged onto a screen, to separate 19 oversize material.
This initial step is referred to as "conditioning".
21 Pursuant to it, the bitumen is heated, the tar sand components are 22 diluted with water and dispersed in a preliminary fashion; and air 23 bubbles are entrained in the mixture.
24 The screened, conditioned slurry is then diluted with 25 additional hot water and introduced into a thickener-like flotation 26 vessel. This vessel is referred to as the primary separation vessel 27 ("PSV"). It is shown schematically in Figure la. As illustrated, 28 it is an open-topped vessel, having a cylindrical upper end and a 29 shallow cone lower end. The angularity of the cone end is in the 30 order of 23. The vessel has a launder at its upper end, so that ~4~
1 froth formed at the surface of the vessel contents may overflow and be 2 recovered. It further has an internal rake assembly in the cone, for 3 moving sand collected and concentrated therein to a bottom outlet.
4 The slurry feed is added to the vessel contents via a conduit and central well. An outlet is provided in the mid-section of the vessel, for the 6 withdrawal of middlings.
7 In the PSV, the bulk of the sand settles into the conical 8 end, where it is concentrated, with a concomitant expulsion of liquid 9 phase. The resultant sand layer typically has a liquid content of 65%
by weight. This product, termed "primary tailings", is withdrawn 11 through the bottom outlet. Most of the bitumen particles entering 12 the PSV with the feed slurry are attached to or become attached to air 3 bubbles and rise to form a froth layer at the surface of the vessel 4 contents. This froth is recovered via the launder, as aforesaid, and is referred to as "primary froth". The bulk of the water in the feed, 16 together with some bitumen and solids, collects in the mid-section of the 17 vessel and is referred to as PSV "middlings" . A dragstream of middlings 18 is continuously withdrawn at a controlled rate through outlets in the 19 vessel side wall. The desired level of the froth-middlings interface is maintained by control of the rate of PSV middlings withdrawal. The level 21 of the middlings-sand interface is controlled by varying the rate of 22 tailings withdrawal.
23 As stated, the PSV middlings is largely water, but it 24 includes some bitumen and solids. The bitumen was insufficiently buoyant to reach the froth layer in the PSV. The solids is mostly 26 fines.
347~
The middlings dragstream is processed in one or more induced 2 air flotation cells. Each of these cells, termed "secondary recovery 3 cells", is equipped with an up-throwing impellor positioned in its bottom 4 end. Air is induced to flow downwardly through the hollow shaft of the impellor and is released at the impellor blade. So the cells incorporate 6 turbulent agitation and copious aeration. As a result, some of the 7 middlings bitumen forms a froth layer on the surface of the cell contents.
8 This froth, called "secondary froth", is recovered. A bitumen-depleted, 9 watery underflow, termed "secondary tailings" is withdrawn through an outlet in the base of the cell.
1l The secondary froth is settled in a tank, to remove some 12 water and solids from it, and then is combined with the primary froth.
13 This latter stream is subjected to downstream cleaning and upgrading, to 4 yield a saleable product. The primary and secondary tailings are combined and impounded in waste ponds.
16 Now, two main objectives in managing the hot water process 17 are to maximize the proportion of feed bitumen which reports as primary 18 froth and to minimize the proportion lost with the two tailings streams.
19 The losses with the tailings are substantial. In applicant's plant, which produces in the order of 130,000 barrels of synthetic crude per day, the 21 combined tailings are produced at a typical rate of 7600 kg./sec. and 22 the present bitumen losses with said tailings is in the order of 6 23 million barrels per year.
24 In managing the process, the withdrawal of middlings and tailings from the PSV is adjusted as required:
26 - to try to maintain the froth-middlings interface at a 27 generally constant elevation;
28 - and to try to maintain the solids content of the with-29 drawn tailings as close to about 65% by weight as possible, by controlling the depth of the sand bed in the 31 cone.
12484~76 1 If the level of the froth-middlings interface rises, the 2 PSV will overflowj if the level drops, then bitumen losses will rise.
3 If too much liquid leaves with the tailings, then bitumen losses again 4 rise, as the bitumen accompanies the water.
Another complicating factor affecting the performance of 6 the PSV is the nature or grade of the tar sand being processed. If the 7 feed is "rich" tar sand, then the fines content in the slurry is 8 relatively low and thus the slurry viscosity is relatively low. The 9 bitumen particles in rich tar sand are relatively large in size and
12 In the first step of the process, the as-mined tar sand 3 is fed into a horizontal, rotating drum. Hot water, having a temperature 4 of about 180F, is also fed into the drum and steam is sparged into the mixture, to maintain a slurry temperature of about 180F. The rotating 16 drum cascades the porridge-like mixture, with the result that air 17 bubbles become entrained therein. After a residence time of perhaps 18 10 minutes, the slurry is discharged onto a screen, to separate 19 oversize material.
This initial step is referred to as "conditioning".
21 Pursuant to it, the bitumen is heated, the tar sand components are 22 diluted with water and dispersed in a preliminary fashion; and air 23 bubbles are entrained in the mixture.
24 The screened, conditioned slurry is then diluted with 25 additional hot water and introduced into a thickener-like flotation 26 vessel. This vessel is referred to as the primary separation vessel 27 ("PSV"). It is shown schematically in Figure la. As illustrated, 28 it is an open-topped vessel, having a cylindrical upper end and a 29 shallow cone lower end. The angularity of the cone end is in the 30 order of 23. The vessel has a launder at its upper end, so that ~4~
1 froth formed at the surface of the vessel contents may overflow and be 2 recovered. It further has an internal rake assembly in the cone, for 3 moving sand collected and concentrated therein to a bottom outlet.
4 The slurry feed is added to the vessel contents via a conduit and central well. An outlet is provided in the mid-section of the vessel, for the 6 withdrawal of middlings.
7 In the PSV, the bulk of the sand settles into the conical 8 end, where it is concentrated, with a concomitant expulsion of liquid 9 phase. The resultant sand layer typically has a liquid content of 65%
by weight. This product, termed "primary tailings", is withdrawn 11 through the bottom outlet. Most of the bitumen particles entering 12 the PSV with the feed slurry are attached to or become attached to air 3 bubbles and rise to form a froth layer at the surface of the vessel 4 contents. This froth is recovered via the launder, as aforesaid, and is referred to as "primary froth". The bulk of the water in the feed, 16 together with some bitumen and solids, collects in the mid-section of the 17 vessel and is referred to as PSV "middlings" . A dragstream of middlings 18 is continuously withdrawn at a controlled rate through outlets in the 19 vessel side wall. The desired level of the froth-middlings interface is maintained by control of the rate of PSV middlings withdrawal. The level 21 of the middlings-sand interface is controlled by varying the rate of 22 tailings withdrawal.
23 As stated, the PSV middlings is largely water, but it 24 includes some bitumen and solids. The bitumen was insufficiently buoyant to reach the froth layer in the PSV. The solids is mostly 26 fines.
347~
The middlings dragstream is processed in one or more induced 2 air flotation cells. Each of these cells, termed "secondary recovery 3 cells", is equipped with an up-throwing impellor positioned in its bottom 4 end. Air is induced to flow downwardly through the hollow shaft of the impellor and is released at the impellor blade. So the cells incorporate 6 turbulent agitation and copious aeration. As a result, some of the 7 middlings bitumen forms a froth layer on the surface of the cell contents.
8 This froth, called "secondary froth", is recovered. A bitumen-depleted, 9 watery underflow, termed "secondary tailings" is withdrawn through an outlet in the base of the cell.
1l The secondary froth is settled in a tank, to remove some 12 water and solids from it, and then is combined with the primary froth.
13 This latter stream is subjected to downstream cleaning and upgrading, to 4 yield a saleable product. The primary and secondary tailings are combined and impounded in waste ponds.
16 Now, two main objectives in managing the hot water process 17 are to maximize the proportion of feed bitumen which reports as primary 18 froth and to minimize the proportion lost with the two tailings streams.
19 The losses with the tailings are substantial. In applicant's plant, which produces in the order of 130,000 barrels of synthetic crude per day, the 21 combined tailings are produced at a typical rate of 7600 kg./sec. and 22 the present bitumen losses with said tailings is in the order of 6 23 million barrels per year.
24 In managing the process, the withdrawal of middlings and tailings from the PSV is adjusted as required:
26 - to try to maintain the froth-middlings interface at a 27 generally constant elevation;
28 - and to try to maintain the solids content of the with-29 drawn tailings as close to about 65% by weight as possible, by controlling the depth of the sand bed in the 31 cone.
12484~76 1 If the level of the froth-middlings interface rises, the 2 PSV will overflowj if the level drops, then bitumen losses will rise.
3 If too much liquid leaves with the tailings, then bitumen losses again 4 rise, as the bitumen accompanies the water.
Another complicating factor affecting the performance of 6 the PSV is the nature or grade of the tar sand being processed. If the 7 feed is "rich" tar sand, then the fines content in the slurry is 8 relatively low and thus the slurry viscosity is relatively low. The 9 bitumen particles in rich tar sand are relatively large in size and
10 are more likely to have become aerated. Thus they can relatively
11 easily rise through the middlings and primary froth recovery is relatively
12 high. And all this can be realized with relatively modest water addition.
13 But if the feed is "poor" tar sand, then fines content is high and the
14 viscosity of the middlings rises. In addition, the bitumen particles are smaller with this type of feed and they do not aerate well. As a 16 result, they do not rise well and the primary froth yield diminishes.
17 So the operator must make process adjustments, to try to minimize the 18 undesirable effects taking place.
19 If the operator is varying water addition, then it follows that the middlings withdrawal rates have to be varied, to maintain the 21 froth-middlings interface level constant and to maintain the primary 22 tailings dense. Varying the feed rate to the secondary recovery circuit 23 can lead to overloading of that circuit. As a result, bitumen losses with 24 the secondary tailings increase, in conjunction with an increase in other operating difficulties.
26 With this background in mind, it will be appreciated 27 that there is a need to improve the hot water process to achieve the 28 following:
12~8~76 1 - reduction in bitumen losses with the tailings; and 2 - relief of the need to widely vary primary middlings 3 withdrawal rates, by loosening the required density 4 control on the primary tailings. This would smooth out fluctuations in the feed rate to the secondary 6 circuit and permit of better management of that circuit.
7 In a general sense, this would involve treating the primary 8 tailings. In considering how to obtain such an improvement, one is 9 faced with certain problematical facts, namely:
- that the potential feedstock, PSV tailings, has a 1l very large proportion of solids and a small proportion 12 of bitumen (see Table I following below);
3 - that the volume of such a feedstock is very large and 4 there is relatively little valuable product to be obtained from it, so the process used must be simple 16 and inexpensive;
7 - and that the bitumen in the tailings is bitumen which 18 was insufficiently buoyant to be recoverable from the 19 medium of the dilute middlings in the PSV.
TABLE I
21 Composition of a Typical Primary Tailings 22 Bitumen 0.4 weight %
23 Water 34.6 weight %
24 Solids 65.0 weight %
~2~347~
1 SUMMARy OF THE INVENTION
2 In accordance with the invention, a feed stream, comprising 3 water, sand, bitumen and fines, preferably consisting of combined PSV
4 tailings and PSV middlings, is fed to a tailings oil recovery vessel (TORV). This vessel preferably has the form of a deep cone thickener- that 6 is, it has a cylindrical upper section and a sharp angled, conical lower 7 section. No rake assembly is provided in the conical section.
8 The fresh feed is delivered to the surface of the middlings 9 in the TORV and is spread or deflected outwardly, preferably with a transversely extending baffle or the like, so that said newly added 11 feed tends to assume a generally horizontal, outwardly radiating form 12 as it joins the feed already in the TORV. At the same time, the newly 3 added feed is contacted from below by an upwelling aerated middlings 4 current. This current is generated in the middlings already in the TORV. Preferably, the current is generated by withdrawing middlings 16 from the TORV and pumping them through a conduit loop to discharge 17 upwardly through a nozzle into an eductor positioned centrally in the 18 TORV middlings. The middlings so pumped induce additional middlings 19 to circulate upwardly through the eductor and an upwelling, central current is thus generated . This current is aerated, for example by a 21 sparger associated with the nozzle, with a multitude of small air bubbles.
22 By means of this preferred combination of mechanical and 23 hydraulic deflection, the bitumen particles in the feed are to a considerable 24 extent initially kept from plunging into the depths of the TORV
middlings and are mixed with copious quantities of air bubbles. It is 26 found that much of the bitumen in the newly added feed forms froth as 27 a result and may be recovered. By using TORV middlings to provide the 28 upwelling current, many of the bitumen particles which have settled into 29 the middlings zone are recycled to the aerated zone and may be recovered.
~2~8~'7~i 1 The water in the feed, and some associated bitumen and 2 solids, accumulates as middlings in the mid-section of the TORV. Such 3 middlings are withdrawn from the TORV mid-section and are preferably fed 4 to the secondary recovery circuit.
The sand in the feed is distributed across the cross-6 section of the TORV contents when first delivered. Most of it settles 7 through the middlings and enters the deep cone section. Here the liquid 8 associated with the sand is largely squeezed or displaced out, to rejoin 9 the middlings. There is produced at the base of the conical section a high solids (in the order of > 65% by wt. solids) sand béd which is very low 11 in bitumen content. In most circumstances, it is necessary to dilute this12 stream with some water brought into the cone from an external source, to 13 fluidize the sand-laden tailings so that it will flow out of the 14 TORV through a bottom outlet.
From the foregoing, it will bé noted that the invention in-16 volves two features in combination, namely:
17 - maximizing quick and extensive conversion of bitumen 18 to froth, so that there is a low concentration of 19 bitumen in any water lost with the TORV underflow;
- and minimizing the loss of liquid with the TORV
21 underflow tailings, by creating a dense sand bed in 22 the deep cone section, to squeeze out a relatively 23 high proportion of the liquid associated with the 24 sand.
The invention is characterized by a number of advantages, 26 including:
27 1. All of the feed passes through the aeration zone 28 and a significant recovery of bitumen is realized;
~24~3~7~
1 2. Aeration of the bitumen occurs at the surface of 2 the TORV contents, thus minimizing the length of 3 the travel that an aerated bubble of bitumen must 4 traverse (in contradistinction to the situation in a secondary flotation cell, wherein the air is 6 introduced at the base of the cell);
7 3. A TORV tailings underflow is obtained which is quite 8 clean, with the result that the environmental g impact of the pond into which the stream is dis-lo charged is improved;
11 4. The fluctuations in feed rate to the secondary 12 recovery circuit are to a significant extent smoothed out;
16 5. The need for close control of the bitumen content 17 in the PSV underflow is diminished, as this bitumen 18 can be recaptured in the TORV - this simplifies lY operating problems heretofore associated with the PSV;
21 6. The process mechanisms of aeration, flotation, 22 mixing, settling, separation, and removal are all 23 practised together in one vessel without internal 24 moving parts;
~24l347~
1 7. The combination of the.. deep cone and fluidization 2 permits of gravity:or:suction transport~of the sand 3 to the bottom outlet~ without need for a rake system 4 and the problems attendant therewith; and 8. The sensitivity of the hot water extraction process 6 plant to variations in tar sand feed grade is 7 diminished.
8 Broadly stated, the invention is a method for continuously 9 recovering bitumen from a feed stream comprising water, sand, bitumen and fines in a vessel having a conical lower end and which defines a 1l processing chamber, comprising: delivering said feed stream to be pro-12 cessed at the surface of the body of middlings already in the chamber;
13 substantially simultaneously contacting the newly added feed with a 14 current of outwardly and generally horizontally moving.aerated middlings;
whereby said newly added feed moves generally radially of the chamber in 16 contact with the aerated middlings current, part of the.bitumen con-17 tained in said newly added feed forms a froth layer at the surface of18 the body, bitumen-depleted feed forms a body of middlings in the chamber 19 below the froth layer, and sand particles contained in said newly added feed settle downwardly;concentrating the.settling sand particles in the 21 conical lower end of the vessel into the form of a dense solids bed, 22 thereby separating the greatest part of the liquid phase from the 23 solids phase; recovering the greatest part of the froth from the vessel;
24 withdrawing an underflow tailings stream from the base of the vessel; and withdrawing a middlings stream from the vessel mid-section.
12~47~j, 1 DESCRIPTION:OF THE DRAWINGS
2 Figure l(a) is a schematic side section view showing a 3 prior art PSV;
4 Figure l(b) is a schematic side section view showing the TORV of the present invention;
6 Figure 2 is a schematic, partly sectional, side view of 7 the TORV, with arrows indicating the current upwelling centrally and 8 circulating downwardly in the outer reaches of the vessel chamber;
9 Figure 3 is a schematic, partly sectional, side view of theeductor/aerator assembly and plenum chamber positioned in the TORV, 1l with the air bubbles, sand grains, froth and current suitably identified;
12 Figure 4 is a schematic showing the TORV incorporated into 3 a hot water process plant; and 14 Figure 5 is a sectional side view of a single eductor/aerator assembly.
- ~Z~ 76 DESCRIPTION OF THE~PREFERRED EMBO~IMENT
2 The tailings oil recovery-vessel (TORV) 1 has the general 3 configuration of a deep cone thickener. It comprises a generally 4 cylindrical upper section 2, a shallow angle (60) intermediate cone section 3, a steeper angle (68~) lower cone section 4, and a cylindrical 6 base section 5.
7 A feed assembly 6 is centrally mounted on the TORV 1 at 8 its upper end. The feed stream to be processed is delivered to the TORV
9 via this assembly. More particularly, the assembly 6 comprises a vertically 10 positioned, tubular feed well 7 supported by a cross-member 8 attached 1l to the TORV sidewall. A vertical, tubular feed pipe 9 is mounted in the 12 feed well 7 and extends downwardly through the floor of the latter. A
3 feed conduit 10 connects tangentially with the side wall of the feed 4 well 7 and communicates with the feed well chamber 11.
The feed to be processed, preferably comprising a slurry 16 of sand, bitumen, water, and fines, most preferably being a mixture of 17 PSV tailings and middlings, is introduced to the feed well 7 through the18 conduit 10. The slurry rises in the well chamber 11 and overflows into 19 the pipe 9, from whence it discharges downwardly into the TORV.
A conical distributor baffle 12 is positioned directly 21 below the outlet of the feed pipe 9 and extends transversely thereacross.
22 The baffle 12 is suspended in spaced relation to the feed pipe outlet by 23 members 13 secured to the cross-member 8.
24 The distributor baffle 12 functions to deflect the slurry, 25 discharging fromthe feed pipe 9, outwardly into a generally horizontal 26 plane, so that it spreads radially along the surface 13a of the body 14 27 of middlings already present in the vessel chamber 15.
` 31Z48~7~
1 A plenum assembly 16, forming a plenum chamber 17, is 2 attached to the underside of the distribution baffle 12. The plenum 3 assembly 16 is centrally positioned in the body 14 of middlings and is 4 submerged therein. The upper and lower walls 18, 19 of the plenum assembly 16 combine to form a peripheral, slot-like outlet 20 extending around the 6 upper edge of the plenum chamber 17.
7 A plurality of open-ended eductor tubes 21 extend out-8 wardly from the plenum assembly lower wall 19 and interconnect the plenum 9 chamber 16 with the body 14 of the middlings.
As shown in Figure 5, a tubular nozzle member 22 is 1l mounted in coaxial, outwardly spaced alignment on each such eductor tube 12 21 by a bracket 23.
3 Each nozzle member 22 is circumscribed by a tubular sparger 4 23a mounted thereon. This sparger 23a is connected by a line 24 with a source (not shown) of pressurized air. At its end remote from the plenum 16 assembly, the nozzle member 22 is connected by a line 25 with a pump 26, 17 which supplies recirculated middlings under pressure from a storage tank 18 27. At its end adjacent the eductor tube 21, the nozzle member 22 19 forms an orifice 28 for the discharge of a jet of aerated middlings.
The eductor tube 21, nozzle member 22, and sparger 23a 21 together combine to form an eductor/aerator assembly 61.
22 Each of these eductor/aerator assemblies 61 is operative to 23 direct or inject a jet of copiously aerated, recirculated middlings into the 24 inlet 29 of the eductor tube 21. These injected streams or jets function to induce additional middlings, from the main body 14, to flow into the 26 plenum chamber 17 through the tubes 21. The aerated middlings are dis-27 charged outwardly, slightly upwardly, and generally radially from the 28 plenum chamber 17 through the slot-like outlet 20.
~2~847~
1 As a result of such middlings injection, a generally circular 2 pattern is established in the TORV, as indicated by the arrows in the drawing.
3 This current pattern includes an upwelling leg through the plenum chamber, 4 an outwardly, radially moving leg contiguous to the outwardly radiating, newly introduced slurry, and a downwardly descending leg in the outer 6 reaches of the body 14 of middlings. The incoming slurry is spread as a 7 thin layer on top of the fast-moving layer of aerated middlings dis-8 charged from the plenum assembly. As the two layers contact and mix, the 9 fine air bubbles have an opportunity to contact the bitumen in the newly arrived slurry and recirculated middlings and form froth.
1l The formed froth accumulates as a layer 29a at the periphery 12 of the middlings surface 13a.
3 A vertical, circular weir 30 is suspended in the vessel 4 chamber 15 in spaced relation to the side wall 37 of the cylindrical upper section 2. The weir 30 is positioned so that its upper edge is 16 just below the anticipated upper surface of the froth layer 29a. The 17 weir 30 is submerged, but functions to retain most of the layer 29a of 18 froth. A second vertical, circular weir 31 is positioned outwardly 19 from the weir 30 in spaced relation. This second weir 31 extends downwardly a short distance below the top edge of the first weir 30.
21 Between them, the weirs 30, 31 form a zone 32 referred to as the froth 22 wash zone. A circular pipe 33 is mounted on the TORV immediately above 23 the froth wash zone 32. The pipe 33 has spaced spray nozzles 34 ex-24 tending downwardly from it and is connected to a source (not shown) of pressurized, clean water. The pipe 33 is thus operative to deliver a 26 spray of water down onto the froth which has overflowed the inner weir 30.
27 This water partly deaerates the froth and washes away some of the solids 28 attached to it.
29 The TORV froth thus accumulates as a layer 29a, overflows into the zone 32, and is washed by the water spray.
~24~7~
1 The cleaned, partly deaerated froth can leave the wash 2 zone 32 by moving beneath the outer weir 31.
3 A froth launder 35, having a discharge pipe 36, is attached 4 to the TORV sidewall on the outer side of the outer weir 31. The cleaned, partly deaerated froth overflows into this launder 35 and is recovered.
6 The side wall 37 of the vessel's cylindrical upper section 7 2 has a vertically movable weir 38 attached thereto at its upper end.
8 This weir 38 can be adjusted up or down to control the level of the upper 9 surface 13a of the body 14 of middlings. A middlings launder 39 is secured to the side wall 37, whereby excess middlings may overflow the 1l weir 38 and drop thereinto. The middlings launder 39 is connected by a 12 line 40 with the storage tank 27.
13 Means are provided in the lower end of the TORV 1 for 14 withdrawing sand collected there. Such means comprise a suction spider 41, having a plurality of inlets 42, and a suction conduit 43 connected 16 with the spider and extending out of the vessel. The conduit 43 is 17 connected with a pump for applying suction. Flush nozzles 44, 18 connected with a source of pressurized water, are provided 19 at the spider inlets 42, to direct jets of water at the inlets to unplug them on start-up.
21 The sand grains contained in the newly delivered slurry 22 settle downwardly in the chamber 15 and collect in the form of a 23 relatively high density (> 65% by weight) sand bed 45. The density and 24 height of this sand bed 45 are adjusted to desired levels by varying the rate of tailings withdrawal.
26 The TORV is shown in Figure 4 in the context of a flow 27 circuit. The general operation of this circuit will now be described, 28 with particular detail given as to the process mechanisms which take 29 place within the TORV.
8~
1 Conditioned tar sand slurry ~rom a drum or tumbler 50 2 is discharged into a flood box 51, wherein it is diluted with flood 3 water. The dilute slurry is pumped through line 52 into a PSV 53.
4 Primary froth from the PSV is produced through line 54. The PSV under-flow tailings are pumped through feed conduit 10 to the TORV 1. The 6 PSV middlings are pumped through line 55 to connect with feed conduit 10, 7 wherein they combine with the PSV primary tailings to form the TORV
8 feed.
9 The froth produced by the TORV is removed through line 36. Overflow middlings are produced through line 40 into storage tank 1l 27. Middlings are withdrawn from the tank 27 and pumped through line 25 12 to nozzle members 22. The tailings stream produced by the TORV is ~3 removed through line 43 for disposal in a pond or the like.
4 All of the excess middlings in the storage tank 27 are pumped through line 56 to the secondary recovery flotation cells 57.
16 Secondary froth from the flotation cells 57 is produced through line 58 17 and secondary tailings is produced through line 59. Some of the 18 secondary tailings is diverted from line 59 through feed line 60, to 19 supply fluidizing fluid to the spider nozzles 44.
In the TORV, the incoming feed is delivered downwardly 21 onto the distributor baffle 12, which deflects and distributes the 22 slurry outwardly and generally horizontally as a relatively thin sheet, 23 on top of the fast moving, underlying~ upwelling layer of aerated mid-24 dlings. At the same time, aerated middlings are being discharged from the circular slot-like outlet 20 of the plenum assembly 16 in a radial, 26 outward, and gradually upwelling flow. As the outwardly-moving and slightly 27 upwelling flow of aerated middlings comes into contact with the 28 superimposed layer of bitumen-laden feed, the bubbles of air released 29 from the middlings must pass upwardly through the layer of feed before ~4~
1 escaping to atmosphere and all feed must pass downwardly through the 2 layer of aerated middlings before entering the main body 14 of middlings.
3 As the two streams contact and mix, both move outwardly towards the 4 periphery of the TORV. As the outward flow velocity slackens, the aerated S globules of bitumen remain on the surface in the form of light, loose 6 froth, whereas the sand particles settle downwardly. The water and 7 suspended fine solids, as well as suspended fine bitumen globules which 8 did not form froth, join the body 14 of middlings. A portion of those 9 middlings is induced to move through the plenum assembly 16 and the excess overflows the rim of the vessel over the adjustable weir 38 1l into the middlings launder 39 and is collected in the middlings storage 12 tank 27. The sand particles settle downwardly in the cone sections 3,4 3 and concentrate into a dense bed 45 of sand , having a solids content 4 typically in the order of at least 65~ by weight. The bottom portion of this bed 45 is continually removed by the suction means. If necessary 16 the density of the withdrawn underflow stream can be reduced by injection 7 of water through the flush nozzles 44.
18 Example I
19 This example gives the results obtained from the operation of a 3m diameter field pilot vessel.
21 3m TORV
22 Run 1 2 3 4 24 PSV tails rate (kg/s) 50.21 46.5 46.1 48.2 26 % bitumen 0.44 0.37 0.41 0.38 27 % solids 65.47 50.1 58.2 62.6 ~Z4t~
1 Run 1 2 3 4 2 PSV middlin95 3 rate (kg/s) 6.72 6.1 -__ ___ 4 % bitumen 1.11 1.72 --- ---% solids 19.85 24 0 --- ___ 7 Middlings 8 recycle 9 Rate (L/s) 7.~07 7.9 8.1 10.0 Air addition 11 Rate (L/s) 54.30 70.8 70.8 37.8 3 TORV Froth 4 before cleaning Rate (kg/s) 0.23 0.71 0.4 0.37 16 % bitumen 27.02 11.9 11.6 24.0 17 % solids 20.4 19.9 20.3 18.9 18 TORV Middlings 19 to further flot~
Rate (kg/s) 11.87 11.98 9.06 8.87 21 % bitumen 1.05 1.00 1.12 0.27 22 % solids 40.03 20.41 30.6 49.28 23 TORV Tails 24 Rate (kg/s) 44.83 40.77 36.62 38.95 % bitumen 0.24 0.21 0.11 0.18 26 % solids 65.6 68.26 65.49 66.1 _ 19 _ 12 ~1 8 L?~
1 When converted into commercial process ratesj these results 2 could represent a saving of 2 million barrels of bitumen per year.
3 Example II
4 lm Diameter TORV
The lm diameter TORV was an investigatory research-scale 6 pilot vessel having a vertical draft tube and eductor, instead of the 7 eductor and plenum assembly of the 3m vessel. The distribution of bitumen 8 in four separate runs is presented. Both the hot water extraction process 9 and the tailings oil recovery were performed in continuous units. For this reason, there is some variation in the streams which were fed to 11 the TORV.
12 The data shows the different results obtained with the 3 TORV, as one alters middlings recycle rate and air addition.
4 Also shown is the improvement obtained in TORV froth quality, which results from washing the froth. The table presents these 16 results for a low bitumen and a higher bitumen TORV froth.
17 Middlings recycle rate Air addition 18 (kg/h) (scfm) 19 Run a 0 0 Run b 400 21 Run c 22 Run d 400 40 ~24~
1 Run a b c d 2 Feed (i.e., ~SV tails 3 + PSV middlings) 4 Rate (kg/h) 42204243 4242 4229 Bitumen (wt.%) 1.451.07 2.14 1.16 6 Froth (before settling 7 in cleaner) 8 Rate (kg/h) 117 330 427 230 g Bitumen (wt. %) 25.755.45 10.32 14.02 lo Recovery (expressed 11 as % of TORV feed 12 bitumen) 49.2439.61 48.54 65.73 13 Sand bed density (kg/L) 1.691.65 1.71 1.75 14 Froth (after settling) Rate (kg/h) --- 30 72 80 16 Bitumen (wt.%) 49.9952.51 54.39 39.53 17 Middlings 18 Rate (kg/h) 1151 794 1086 1129 19 Bitumen (wt.%) ` 3.971.37 2.45 0.68 Tailings (after dilution) 21 Rate (kg/h) 36903456 3052 3750 22 Bitumen (wt.%) 0.410.32 0.58 0.27 23 Density (kg/L) 1.521.60 1.63 1.52 24 % Bitumen lost based on total bitumen entering TORV as feed21.422.1 17.5 14.2 Examples of improved froth.quality.as.a result of.froth washing 2 % Bitumen % Solids Ratio of 3 solids/bitumen Raw froth from TORV 25.3 32.16 31.58 19.36 1.25 0.60 6 Froth after washing 42.93 52.24 21.77 12.93 0.51 0.25
17 So the operator must make process adjustments, to try to minimize the 18 undesirable effects taking place.
19 If the operator is varying water addition, then it follows that the middlings withdrawal rates have to be varied, to maintain the 21 froth-middlings interface level constant and to maintain the primary 22 tailings dense. Varying the feed rate to the secondary recovery circuit 23 can lead to overloading of that circuit. As a result, bitumen losses with 24 the secondary tailings increase, in conjunction with an increase in other operating difficulties.
26 With this background in mind, it will be appreciated 27 that there is a need to improve the hot water process to achieve the 28 following:
12~8~76 1 - reduction in bitumen losses with the tailings; and 2 - relief of the need to widely vary primary middlings 3 withdrawal rates, by loosening the required density 4 control on the primary tailings. This would smooth out fluctuations in the feed rate to the secondary 6 circuit and permit of better management of that circuit.
7 In a general sense, this would involve treating the primary 8 tailings. In considering how to obtain such an improvement, one is 9 faced with certain problematical facts, namely:
- that the potential feedstock, PSV tailings, has a 1l very large proportion of solids and a small proportion 12 of bitumen (see Table I following below);
3 - that the volume of such a feedstock is very large and 4 there is relatively little valuable product to be obtained from it, so the process used must be simple 16 and inexpensive;
7 - and that the bitumen in the tailings is bitumen which 18 was insufficiently buoyant to be recoverable from the 19 medium of the dilute middlings in the PSV.
TABLE I
21 Composition of a Typical Primary Tailings 22 Bitumen 0.4 weight %
23 Water 34.6 weight %
24 Solids 65.0 weight %
~2~347~
1 SUMMARy OF THE INVENTION
2 In accordance with the invention, a feed stream, comprising 3 water, sand, bitumen and fines, preferably consisting of combined PSV
4 tailings and PSV middlings, is fed to a tailings oil recovery vessel (TORV). This vessel preferably has the form of a deep cone thickener- that 6 is, it has a cylindrical upper section and a sharp angled, conical lower 7 section. No rake assembly is provided in the conical section.
8 The fresh feed is delivered to the surface of the middlings 9 in the TORV and is spread or deflected outwardly, preferably with a transversely extending baffle or the like, so that said newly added 11 feed tends to assume a generally horizontal, outwardly radiating form 12 as it joins the feed already in the TORV. At the same time, the newly 3 added feed is contacted from below by an upwelling aerated middlings 4 current. This current is generated in the middlings already in the TORV. Preferably, the current is generated by withdrawing middlings 16 from the TORV and pumping them through a conduit loop to discharge 17 upwardly through a nozzle into an eductor positioned centrally in the 18 TORV middlings. The middlings so pumped induce additional middlings 19 to circulate upwardly through the eductor and an upwelling, central current is thus generated . This current is aerated, for example by a 21 sparger associated with the nozzle, with a multitude of small air bubbles.
22 By means of this preferred combination of mechanical and 23 hydraulic deflection, the bitumen particles in the feed are to a considerable 24 extent initially kept from plunging into the depths of the TORV
middlings and are mixed with copious quantities of air bubbles. It is 26 found that much of the bitumen in the newly added feed forms froth as 27 a result and may be recovered. By using TORV middlings to provide the 28 upwelling current, many of the bitumen particles which have settled into 29 the middlings zone are recycled to the aerated zone and may be recovered.
~2~8~'7~i 1 The water in the feed, and some associated bitumen and 2 solids, accumulates as middlings in the mid-section of the TORV. Such 3 middlings are withdrawn from the TORV mid-section and are preferably fed 4 to the secondary recovery circuit.
The sand in the feed is distributed across the cross-6 section of the TORV contents when first delivered. Most of it settles 7 through the middlings and enters the deep cone section. Here the liquid 8 associated with the sand is largely squeezed or displaced out, to rejoin 9 the middlings. There is produced at the base of the conical section a high solids (in the order of > 65% by wt. solids) sand béd which is very low 11 in bitumen content. In most circumstances, it is necessary to dilute this12 stream with some water brought into the cone from an external source, to 13 fluidize the sand-laden tailings so that it will flow out of the 14 TORV through a bottom outlet.
From the foregoing, it will bé noted that the invention in-16 volves two features in combination, namely:
17 - maximizing quick and extensive conversion of bitumen 18 to froth, so that there is a low concentration of 19 bitumen in any water lost with the TORV underflow;
- and minimizing the loss of liquid with the TORV
21 underflow tailings, by creating a dense sand bed in 22 the deep cone section, to squeeze out a relatively 23 high proportion of the liquid associated with the 24 sand.
The invention is characterized by a number of advantages, 26 including:
27 1. All of the feed passes through the aeration zone 28 and a significant recovery of bitumen is realized;
~24~3~7~
1 2. Aeration of the bitumen occurs at the surface of 2 the TORV contents, thus minimizing the length of 3 the travel that an aerated bubble of bitumen must 4 traverse (in contradistinction to the situation in a secondary flotation cell, wherein the air is 6 introduced at the base of the cell);
7 3. A TORV tailings underflow is obtained which is quite 8 clean, with the result that the environmental g impact of the pond into which the stream is dis-lo charged is improved;
11 4. The fluctuations in feed rate to the secondary 12 recovery circuit are to a significant extent smoothed out;
16 5. The need for close control of the bitumen content 17 in the PSV underflow is diminished, as this bitumen 18 can be recaptured in the TORV - this simplifies lY operating problems heretofore associated with the PSV;
21 6. The process mechanisms of aeration, flotation, 22 mixing, settling, separation, and removal are all 23 practised together in one vessel without internal 24 moving parts;
~24l347~
1 7. The combination of the.. deep cone and fluidization 2 permits of gravity:or:suction transport~of the sand 3 to the bottom outlet~ without need for a rake system 4 and the problems attendant therewith; and 8. The sensitivity of the hot water extraction process 6 plant to variations in tar sand feed grade is 7 diminished.
8 Broadly stated, the invention is a method for continuously 9 recovering bitumen from a feed stream comprising water, sand, bitumen and fines in a vessel having a conical lower end and which defines a 1l processing chamber, comprising: delivering said feed stream to be pro-12 cessed at the surface of the body of middlings already in the chamber;
13 substantially simultaneously contacting the newly added feed with a 14 current of outwardly and generally horizontally moving.aerated middlings;
whereby said newly added feed moves generally radially of the chamber in 16 contact with the aerated middlings current, part of the.bitumen con-17 tained in said newly added feed forms a froth layer at the surface of18 the body, bitumen-depleted feed forms a body of middlings in the chamber 19 below the froth layer, and sand particles contained in said newly added feed settle downwardly;concentrating the.settling sand particles in the 21 conical lower end of the vessel into the form of a dense solids bed, 22 thereby separating the greatest part of the liquid phase from the 23 solids phase; recovering the greatest part of the froth from the vessel;
24 withdrawing an underflow tailings stream from the base of the vessel; and withdrawing a middlings stream from the vessel mid-section.
12~47~j, 1 DESCRIPTION:OF THE DRAWINGS
2 Figure l(a) is a schematic side section view showing a 3 prior art PSV;
4 Figure l(b) is a schematic side section view showing the TORV of the present invention;
6 Figure 2 is a schematic, partly sectional, side view of 7 the TORV, with arrows indicating the current upwelling centrally and 8 circulating downwardly in the outer reaches of the vessel chamber;
9 Figure 3 is a schematic, partly sectional, side view of theeductor/aerator assembly and plenum chamber positioned in the TORV, 1l with the air bubbles, sand grains, froth and current suitably identified;
12 Figure 4 is a schematic showing the TORV incorporated into 3 a hot water process plant; and 14 Figure 5 is a sectional side view of a single eductor/aerator assembly.
- ~Z~ 76 DESCRIPTION OF THE~PREFERRED EMBO~IMENT
2 The tailings oil recovery-vessel (TORV) 1 has the general 3 configuration of a deep cone thickener. It comprises a generally 4 cylindrical upper section 2, a shallow angle (60) intermediate cone section 3, a steeper angle (68~) lower cone section 4, and a cylindrical 6 base section 5.
7 A feed assembly 6 is centrally mounted on the TORV 1 at 8 its upper end. The feed stream to be processed is delivered to the TORV
9 via this assembly. More particularly, the assembly 6 comprises a vertically 10 positioned, tubular feed well 7 supported by a cross-member 8 attached 1l to the TORV sidewall. A vertical, tubular feed pipe 9 is mounted in the 12 feed well 7 and extends downwardly through the floor of the latter. A
3 feed conduit 10 connects tangentially with the side wall of the feed 4 well 7 and communicates with the feed well chamber 11.
The feed to be processed, preferably comprising a slurry 16 of sand, bitumen, water, and fines, most preferably being a mixture of 17 PSV tailings and middlings, is introduced to the feed well 7 through the18 conduit 10. The slurry rises in the well chamber 11 and overflows into 19 the pipe 9, from whence it discharges downwardly into the TORV.
A conical distributor baffle 12 is positioned directly 21 below the outlet of the feed pipe 9 and extends transversely thereacross.
22 The baffle 12 is suspended in spaced relation to the feed pipe outlet by 23 members 13 secured to the cross-member 8.
24 The distributor baffle 12 functions to deflect the slurry, 25 discharging fromthe feed pipe 9, outwardly into a generally horizontal 26 plane, so that it spreads radially along the surface 13a of the body 14 27 of middlings already present in the vessel chamber 15.
` 31Z48~7~
1 A plenum assembly 16, forming a plenum chamber 17, is 2 attached to the underside of the distribution baffle 12. The plenum 3 assembly 16 is centrally positioned in the body 14 of middlings and is 4 submerged therein. The upper and lower walls 18, 19 of the plenum assembly 16 combine to form a peripheral, slot-like outlet 20 extending around the 6 upper edge of the plenum chamber 17.
7 A plurality of open-ended eductor tubes 21 extend out-8 wardly from the plenum assembly lower wall 19 and interconnect the plenum 9 chamber 16 with the body 14 of the middlings.
As shown in Figure 5, a tubular nozzle member 22 is 1l mounted in coaxial, outwardly spaced alignment on each such eductor tube 12 21 by a bracket 23.
3 Each nozzle member 22 is circumscribed by a tubular sparger 4 23a mounted thereon. This sparger 23a is connected by a line 24 with a source (not shown) of pressurized air. At its end remote from the plenum 16 assembly, the nozzle member 22 is connected by a line 25 with a pump 26, 17 which supplies recirculated middlings under pressure from a storage tank 18 27. At its end adjacent the eductor tube 21, the nozzle member 22 19 forms an orifice 28 for the discharge of a jet of aerated middlings.
The eductor tube 21, nozzle member 22, and sparger 23a 21 together combine to form an eductor/aerator assembly 61.
22 Each of these eductor/aerator assemblies 61 is operative to 23 direct or inject a jet of copiously aerated, recirculated middlings into the 24 inlet 29 of the eductor tube 21. These injected streams or jets function to induce additional middlings, from the main body 14, to flow into the 26 plenum chamber 17 through the tubes 21. The aerated middlings are dis-27 charged outwardly, slightly upwardly, and generally radially from the 28 plenum chamber 17 through the slot-like outlet 20.
~2~847~
1 As a result of such middlings injection, a generally circular 2 pattern is established in the TORV, as indicated by the arrows in the drawing.
3 This current pattern includes an upwelling leg through the plenum chamber, 4 an outwardly, radially moving leg contiguous to the outwardly radiating, newly introduced slurry, and a downwardly descending leg in the outer 6 reaches of the body 14 of middlings. The incoming slurry is spread as a 7 thin layer on top of the fast-moving layer of aerated middlings dis-8 charged from the plenum assembly. As the two layers contact and mix, the 9 fine air bubbles have an opportunity to contact the bitumen in the newly arrived slurry and recirculated middlings and form froth.
1l The formed froth accumulates as a layer 29a at the periphery 12 of the middlings surface 13a.
3 A vertical, circular weir 30 is suspended in the vessel 4 chamber 15 in spaced relation to the side wall 37 of the cylindrical upper section 2. The weir 30 is positioned so that its upper edge is 16 just below the anticipated upper surface of the froth layer 29a. The 17 weir 30 is submerged, but functions to retain most of the layer 29a of 18 froth. A second vertical, circular weir 31 is positioned outwardly 19 from the weir 30 in spaced relation. This second weir 31 extends downwardly a short distance below the top edge of the first weir 30.
21 Between them, the weirs 30, 31 form a zone 32 referred to as the froth 22 wash zone. A circular pipe 33 is mounted on the TORV immediately above 23 the froth wash zone 32. The pipe 33 has spaced spray nozzles 34 ex-24 tending downwardly from it and is connected to a source (not shown) of pressurized, clean water. The pipe 33 is thus operative to deliver a 26 spray of water down onto the froth which has overflowed the inner weir 30.
27 This water partly deaerates the froth and washes away some of the solids 28 attached to it.
29 The TORV froth thus accumulates as a layer 29a, overflows into the zone 32, and is washed by the water spray.
~24~7~
1 The cleaned, partly deaerated froth can leave the wash 2 zone 32 by moving beneath the outer weir 31.
3 A froth launder 35, having a discharge pipe 36, is attached 4 to the TORV sidewall on the outer side of the outer weir 31. The cleaned, partly deaerated froth overflows into this launder 35 and is recovered.
6 The side wall 37 of the vessel's cylindrical upper section 7 2 has a vertically movable weir 38 attached thereto at its upper end.
8 This weir 38 can be adjusted up or down to control the level of the upper 9 surface 13a of the body 14 of middlings. A middlings launder 39 is secured to the side wall 37, whereby excess middlings may overflow the 1l weir 38 and drop thereinto. The middlings launder 39 is connected by a 12 line 40 with the storage tank 27.
13 Means are provided in the lower end of the TORV 1 for 14 withdrawing sand collected there. Such means comprise a suction spider 41, having a plurality of inlets 42, and a suction conduit 43 connected 16 with the spider and extending out of the vessel. The conduit 43 is 17 connected with a pump for applying suction. Flush nozzles 44, 18 connected with a source of pressurized water, are provided 19 at the spider inlets 42, to direct jets of water at the inlets to unplug them on start-up.
21 The sand grains contained in the newly delivered slurry 22 settle downwardly in the chamber 15 and collect in the form of a 23 relatively high density (> 65% by weight) sand bed 45. The density and 24 height of this sand bed 45 are adjusted to desired levels by varying the rate of tailings withdrawal.
26 The TORV is shown in Figure 4 in the context of a flow 27 circuit. The general operation of this circuit will now be described, 28 with particular detail given as to the process mechanisms which take 29 place within the TORV.
8~
1 Conditioned tar sand slurry ~rom a drum or tumbler 50 2 is discharged into a flood box 51, wherein it is diluted with flood 3 water. The dilute slurry is pumped through line 52 into a PSV 53.
4 Primary froth from the PSV is produced through line 54. The PSV under-flow tailings are pumped through feed conduit 10 to the TORV 1. The 6 PSV middlings are pumped through line 55 to connect with feed conduit 10, 7 wherein they combine with the PSV primary tailings to form the TORV
8 feed.
9 The froth produced by the TORV is removed through line 36. Overflow middlings are produced through line 40 into storage tank 1l 27. Middlings are withdrawn from the tank 27 and pumped through line 25 12 to nozzle members 22. The tailings stream produced by the TORV is ~3 removed through line 43 for disposal in a pond or the like.
4 All of the excess middlings in the storage tank 27 are pumped through line 56 to the secondary recovery flotation cells 57.
16 Secondary froth from the flotation cells 57 is produced through line 58 17 and secondary tailings is produced through line 59. Some of the 18 secondary tailings is diverted from line 59 through feed line 60, to 19 supply fluidizing fluid to the spider nozzles 44.
In the TORV, the incoming feed is delivered downwardly 21 onto the distributor baffle 12, which deflects and distributes the 22 slurry outwardly and generally horizontally as a relatively thin sheet, 23 on top of the fast moving, underlying~ upwelling layer of aerated mid-24 dlings. At the same time, aerated middlings are being discharged from the circular slot-like outlet 20 of the plenum assembly 16 in a radial, 26 outward, and gradually upwelling flow. As the outwardly-moving and slightly 27 upwelling flow of aerated middlings comes into contact with the 28 superimposed layer of bitumen-laden feed, the bubbles of air released 29 from the middlings must pass upwardly through the layer of feed before ~4~
1 escaping to atmosphere and all feed must pass downwardly through the 2 layer of aerated middlings before entering the main body 14 of middlings.
3 As the two streams contact and mix, both move outwardly towards the 4 periphery of the TORV. As the outward flow velocity slackens, the aerated S globules of bitumen remain on the surface in the form of light, loose 6 froth, whereas the sand particles settle downwardly. The water and 7 suspended fine solids, as well as suspended fine bitumen globules which 8 did not form froth, join the body 14 of middlings. A portion of those 9 middlings is induced to move through the plenum assembly 16 and the excess overflows the rim of the vessel over the adjustable weir 38 1l into the middlings launder 39 and is collected in the middlings storage 12 tank 27. The sand particles settle downwardly in the cone sections 3,4 3 and concentrate into a dense bed 45 of sand , having a solids content 4 typically in the order of at least 65~ by weight. The bottom portion of this bed 45 is continually removed by the suction means. If necessary 16 the density of the withdrawn underflow stream can be reduced by injection 7 of water through the flush nozzles 44.
18 Example I
19 This example gives the results obtained from the operation of a 3m diameter field pilot vessel.
21 3m TORV
22 Run 1 2 3 4 24 PSV tails rate (kg/s) 50.21 46.5 46.1 48.2 26 % bitumen 0.44 0.37 0.41 0.38 27 % solids 65.47 50.1 58.2 62.6 ~Z4t~
1 Run 1 2 3 4 2 PSV middlin95 3 rate (kg/s) 6.72 6.1 -__ ___ 4 % bitumen 1.11 1.72 --- ---% solids 19.85 24 0 --- ___ 7 Middlings 8 recycle 9 Rate (L/s) 7.~07 7.9 8.1 10.0 Air addition 11 Rate (L/s) 54.30 70.8 70.8 37.8 3 TORV Froth 4 before cleaning Rate (kg/s) 0.23 0.71 0.4 0.37 16 % bitumen 27.02 11.9 11.6 24.0 17 % solids 20.4 19.9 20.3 18.9 18 TORV Middlings 19 to further flot~
Rate (kg/s) 11.87 11.98 9.06 8.87 21 % bitumen 1.05 1.00 1.12 0.27 22 % solids 40.03 20.41 30.6 49.28 23 TORV Tails 24 Rate (kg/s) 44.83 40.77 36.62 38.95 % bitumen 0.24 0.21 0.11 0.18 26 % solids 65.6 68.26 65.49 66.1 _ 19 _ 12 ~1 8 L?~
1 When converted into commercial process ratesj these results 2 could represent a saving of 2 million barrels of bitumen per year.
3 Example II
4 lm Diameter TORV
The lm diameter TORV was an investigatory research-scale 6 pilot vessel having a vertical draft tube and eductor, instead of the 7 eductor and plenum assembly of the 3m vessel. The distribution of bitumen 8 in four separate runs is presented. Both the hot water extraction process 9 and the tailings oil recovery were performed in continuous units. For this reason, there is some variation in the streams which were fed to 11 the TORV.
12 The data shows the different results obtained with the 3 TORV, as one alters middlings recycle rate and air addition.
4 Also shown is the improvement obtained in TORV froth quality, which results from washing the froth. The table presents these 16 results for a low bitumen and a higher bitumen TORV froth.
17 Middlings recycle rate Air addition 18 (kg/h) (scfm) 19 Run a 0 0 Run b 400 21 Run c 22 Run d 400 40 ~24~
1 Run a b c d 2 Feed (i.e., ~SV tails 3 + PSV middlings) 4 Rate (kg/h) 42204243 4242 4229 Bitumen (wt.%) 1.451.07 2.14 1.16 6 Froth (before settling 7 in cleaner) 8 Rate (kg/h) 117 330 427 230 g Bitumen (wt. %) 25.755.45 10.32 14.02 lo Recovery (expressed 11 as % of TORV feed 12 bitumen) 49.2439.61 48.54 65.73 13 Sand bed density (kg/L) 1.691.65 1.71 1.75 14 Froth (after settling) Rate (kg/h) --- 30 72 80 16 Bitumen (wt.%) 49.9952.51 54.39 39.53 17 Middlings 18 Rate (kg/h) 1151 794 1086 1129 19 Bitumen (wt.%) ` 3.971.37 2.45 0.68 Tailings (after dilution) 21 Rate (kg/h) 36903456 3052 3750 22 Bitumen (wt.%) 0.410.32 0.58 0.27 23 Density (kg/L) 1.521.60 1.63 1.52 24 % Bitumen lost based on total bitumen entering TORV as feed21.422.1 17.5 14.2 Examples of improved froth.quality.as.a result of.froth washing 2 % Bitumen % Solids Ratio of 3 solids/bitumen Raw froth from TORV 25.3 32.16 31.58 19.36 1.25 0.60 6 Froth after washing 42.93 52.24 21.77 12.93 0.51 0.25
Claims (23)
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A method for continuously recovering bitumen from a feed stream comprising water, sand, fines, and bitumen in a vessel having a conical lower end and which defines a processing chamber, comprising:
delivering said feed stream to be processed at the surface of the body of middlings already in the chamber;
substantially simultaneously contacting the newly added feed with a current of outwardly and generally horizontally moving aerated middlings;
whereby said newly added feed moves generally radially of the chamber in contact with the aerated middlings current, part of the bitumen contained in said newly added feed forms a froth layer at the surface of the body, bitumen-depleted feed forms a body of middlings in the chamber below the froth layer, and sand particles contained in said newly added feed settle downwardly;
concentrating the settling sand particles in the conical lower end of the vessel into the form of a dense solids bed, thereby separating the greatest part of the liquid phase from the solids phase;
recovering the greatest part of the froth from the vessel;
withdrawing an underflow tailings stream from the base of the vessel; and withdrawing a middlings stream from the vessel mid-section.
delivering said feed stream to be processed at the surface of the body of middlings already in the chamber;
substantially simultaneously contacting the newly added feed with a current of outwardly and generally horizontally moving aerated middlings;
whereby said newly added feed moves generally radially of the chamber in contact with the aerated middlings current, part of the bitumen contained in said newly added feed forms a froth layer at the surface of the body, bitumen-depleted feed forms a body of middlings in the chamber below the froth layer, and sand particles contained in said newly added feed settle downwardly;
concentrating the settling sand particles in the conical lower end of the vessel into the form of a dense solids bed, thereby separating the greatest part of the liquid phase from the solids phase;
recovering the greatest part of the froth from the vessel;
withdrawing an underflow tailings stream from the base of the vessel; and withdrawing a middlings stream from the vessel mid-section.
2. The method as set forth in claim 1, comprising:
causing middlings in the chamber to circulate upwardly, centrally of the chamber, to generate an upwelling current; and injecting air into said upwelling middlings to permeate them with air bubbles.
causing middlings in the chamber to circulate upwardly, centrally of the chamber, to generate an upwelling current; and injecting air into said upwelling middlings to permeate them with air bubbles.
3. The method as set forth in claim 2 comprising:
removing some middlings from the chamber and pumping them back into the central portion of the chamber to induce a circulation of middlings which manifests itself as the upwelling central current.
removing some middlings from the chamber and pumping them back into the central portion of the chamber to induce a circulation of middlings which manifests itself as the upwelling central current.
4. The method as set forth in claim 1 comprising:
providing a plenum assembly centrally of the chamber, said assembly having one or more eductor/aerator assemblies communicating therewith;
removing some middlings from the chamber and pumping them through the eductor/aerator assemblies to induce a circulation which mani-fests itself as the upwelling central current; and injecting air into said eductor/aerator assemblies to permeate the middlings, passing therethrough, with air bubbles.
providing a plenum assembly centrally of the chamber, said assembly having one or more eductor/aerator assemblies communicating therewith;
removing some middlings from the chamber and pumping them through the eductor/aerator assemblies to induce a circulation which mani-fests itself as the upwelling central current; and injecting air into said eductor/aerator assemblies to permeate the middlings, passing therethrough, with air bubbles.
5. The method as set forth in claim 2 comprising:
deflecting the feed stream outwardly into a generally horizontal plane as it is delivered at the surface of the body of middlings;
and directing the upwelling current outwardly into a generally horizontal plane as it reaches the surface of the body of middlings;
whereby said feed stream and upwelling current move out-wardly adjacent said surface and mix.
deflecting the feed stream outwardly into a generally horizontal plane as it is delivered at the surface of the body of middlings;
and directing the upwelling current outwardly into a generally horizontal plane as it reaches the surface of the body of middlings;
whereby said feed stream and upwelling current move out-wardly adjacent said surface and mix.
6. The method as set forth in claim 4 comprising:
deflecting the Feed stream outwardly into a generally horizontal plane as it is delivered at the surface of the body of middlings;
and directing the upwelling current outwardly into a generally horizontal plane as it reaches the surface of the body of middlings;
whereby said feed stream and upwelling current move outwardly adjacent said surface and mix.
deflecting the Feed stream outwardly into a generally horizontal plane as it is delivered at the surface of the body of middlings;
and directing the upwelling current outwardly into a generally horizontal plane as it reaches the surface of the body of middlings;
whereby said feed stream and upwelling current move outwardly adjacent said surface and mix.
7. The method as set forth in claim 1 wherein:
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
8. The method as set forth in claim 3 wherein:
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
9. The method as set forth in claim 4 wherein:
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
the sand particles are concentrated to form a bed having a density of at least 65% by weight.
10. The method as set forth in claim 1 comprising:
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
11. The method as set forth in claim 3 comprising:
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
12. The method as set forth in claim 7 comprising:
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
washing the froth with a spray of water at the periphery of the vessel before the froth is recovered.
13. The method as set forth in claim 1 comprising:
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
14. The method as set forth in claim 3 comprising:
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
15. The method as set forth in claim 4 comprising:
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
16. The method as set forth in claim 5 comprising:
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
17. The method as set forth in claim 7 comprising:
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
fluidizing the base of the sand bed with an aqueous stream, to produce a flowable stream of tailings which may be withdrawn.
18. The method as set forth in claim 1 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
19. The method as set forth in claim 2 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
20. The method as set forth in claim 3 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
21. The method as set forth in claim 4 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
22. The method as set forth in claim 5 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
23. The method as set forth in claim 6 wherein:
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
the feed stream comprises a mixture of hot water extraction process primary tailings and middlings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA000478673A CA1248476A (en) | 1985-04-09 | 1985-04-09 | Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA000478673A CA1248476A (en) | 1985-04-09 | 1985-04-09 | Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1248476A true CA1248476A (en) | 1989-01-10 |
Family
ID=4130218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000478673A Expired CA1248476A (en) | 1985-04-09 | 1985-04-09 | Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA1248476A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7726491B2 (en) | 2002-09-19 | 2010-06-01 | Suncor Energy Inc. | Bituminous froth hydrocarbon cyclone |
| US7727385B2 (en) | 2007-02-09 | 2010-06-01 | Syncrude Canada Ltd. | Enhanced bitumen flotation |
| US7736501B2 (en) | 2002-09-19 | 2010-06-15 | Suncor Energy Inc. | System and process for concentrating hydrocarbons in a bitumen feed |
| US8968580B2 (en) | 2009-12-23 | 2015-03-03 | Suncor Energy Inc. | Apparatus and method for regulating flow through a pumpbox |
-
1985
- 1985-04-09 CA CA000478673A patent/CA1248476A/en not_active Expired
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7726491B2 (en) | 2002-09-19 | 2010-06-01 | Suncor Energy Inc. | Bituminous froth hydrocarbon cyclone |
| US7736501B2 (en) | 2002-09-19 | 2010-06-15 | Suncor Energy Inc. | System and process for concentrating hydrocarbons in a bitumen feed |
| US7727385B2 (en) | 2007-02-09 | 2010-06-01 | Syncrude Canada Ltd. | Enhanced bitumen flotation |
| US8968580B2 (en) | 2009-12-23 | 2015-03-03 | Suncor Energy Inc. | Apparatus and method for regulating flow through a pumpbox |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4545892A (en) | Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand | |
| CA2319566C (en) | Jet pump treatment of heavy oil production sand | |
| US6074549A (en) | Jet pump treatment of heavy oil production sand | |
| US4436617A (en) | Froth flotation ore beneficiation process utilizing enhanced gasification and flow techniques | |
| US4659458A (en) | Apparatus and method for froth flotation employing rotatably mounted spraying and skimming means | |
| US8360246B2 (en) | Froth flotation method and an apparatus for extracting a valuable substance from a slurry | |
| US4341630A (en) | Arrangement for separation of a suspension or emulsion from liquids by flotation | |
| JPH07500881A (en) | Improved apparatus and method for removing ink from waste paper pulp | |
| JPH11502761A (en) | Method and apparatus for separating insoluble particles from a liquid | |
| CA2656212C (en) | Flotation cell | |
| WO2013040002A1 (en) | Enhanced separation of nuisance materials from wastewater | |
| US4606822A (en) | Vortex chamber aerator | |
| US4347127A (en) | Apparatus and method for froth flotation separation of the components of a slurry | |
| US4828688A (en) | Method for separation of heterogeneous phases | |
| JPH022620B2 (en) | ||
| US4913805A (en) | Apparatus and method for froth flotation | |
| US3847789A (en) | Two stage separation system | |
| CA2000984C (en) | Mixer circuit for oil sand | |
| US5290433A (en) | Froth washer | |
| CA1248476A (en) | Treatment of primary tailings and middlings from the hot water extraction process for recovering bitumen from tar sand | |
| US5460270A (en) | Oil sand extraction process with in-line middlings aeration and recycle | |
| US3935076A (en) | Two stage separation system | |
| AU601698B2 (en) | Apparatus and method for froth flotation | |
| US3730341A (en) | Flotation of coarse particles | |
| US6708827B2 (en) | Flotation machine and method for improving flotation effect |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MKEX | Expiry |