CA1121555A - Destabilization of sludge with hydrolyzed starch flocculants - Google Patents
Destabilization of sludge with hydrolyzed starch flocculantsInfo
- Publication number
- CA1121555A CA1121555A CA000308619A CA308619A CA1121555A CA 1121555 A CA1121555 A CA 1121555A CA 000308619 A CA000308619 A CA 000308619A CA 308619 A CA308619 A CA 308619A CA 1121555 A CA1121555 A CA 1121555A
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- Canada
- Prior art keywords
- starch
- sludge
- process according
- water
- hydrolyzed
- 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.)
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C13—SUGAR INDUSTRY
- C13K—SACCHARIDES OBTAINED FROM NATURAL SOURCES OR BY HYDROLYSIS OF NATURALLY OCCURRING DISACCHARIDES, OLIGOSACCHARIDES OR POLYSACCHARIDES
- C13K1/00—Glucose; Glucose-containing syrups
- C13K1/06—Glucose; Glucose-containing syrups obtained by saccharification of starch or raw materials containing starch
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/0084—Enhancing liquid-particle separation using the flotation principle
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/01—Separation of suspended solid particles from liquids by sedimentation using flocculating agents
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5263—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using natural chemical compounds
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Organic Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Emergency Medicine (AREA)
- Health & Medical Sciences (AREA)
- General Chemical & Material Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Treatment Of Sludge (AREA)
Abstract
Hydrolyzed wheat starch is an effective flocculant in destabilizing dilute as well as thick sludge suspensions. This wheat starch is equal to, or better than, the synthetic polyacrylamide flocculants in destabilizing sludge suspensions, particularly when used in the treatment of bituminous tar sands tailings and phosphate slimes. The hydrolyzed wheat starch is especially effective when first contacted with metal salts such as CaAlPO4, and most particularly when first treated with a combination of CaAlPO4, formed in situ, and a lower aliphatic alcohol. In a further embodiment of this invention it has been found that when cement is added together with the aforedescribed composition, there is achieved improved permeability and shear strength of the resulting sludge.
Description
i5S5 BACKGROUND OF THE INVENTION
This invention relates to a novel hydrolyzed wheat starch composition, and processes for making and using the same.
More particularly, this invention relates to the discovery that hydrolyzed wheat starch is an effective flocculant in destabiliz-ing dilute as well as thick sludge suspension.
In general, these suspensions are aqueous colloidal suspensions containing either clay minerals or metal oxides-hydro-xides which are formed in large volume curing mining operations in the recovery of such materials as coal, bitumen from tar sands, and metals. In the case of metal mining operations, suspensions known as slimes are formed, typically phosphate slimes or like materials produced in the mining of copper, nickel, and titanium.
In ~oal and tar sands minings, for example, the mining effluent typically contains dilute or thick clay mineral suspensions.
In order to properly dispose of these ~oluminous mining discharges, regardless of their source, flocculants have conven-tionally been employed to destabilize these suspensions and thus permit the effective separation of water from solids.
In one particular aspect, this invention relates to the treatment of tailing pond water obtained from the hot water pro-cess for treating bituminous sands, such as Athabasca tar sands, and, more particularly, to the treatment of the water and clay-containing effluent discharged from the process wit~ a hydrolyzed wheat starch.
In a further particular aspect of this invention, it relates to the treatment of phosphate slime conventionally ob-tained in phosphate mining operations.
Tar sands (which are also known as oil sands and
This invention relates to a novel hydrolyzed wheat starch composition, and processes for making and using the same.
More particularly, this invention relates to the discovery that hydrolyzed wheat starch is an effective flocculant in destabiliz-ing dilute as well as thick sludge suspension.
In general, these suspensions are aqueous colloidal suspensions containing either clay minerals or metal oxides-hydro-xides which are formed in large volume curing mining operations in the recovery of such materials as coal, bitumen from tar sands, and metals. In the case of metal mining operations, suspensions known as slimes are formed, typically phosphate slimes or like materials produced in the mining of copper, nickel, and titanium.
In ~oal and tar sands minings, for example, the mining effluent typically contains dilute or thick clay mineral suspensions.
In order to properly dispose of these ~oluminous mining discharges, regardless of their source, flocculants have conven-tionally been employed to destabilize these suspensions and thus permit the effective separation of water from solids.
In one particular aspect, this invention relates to the treatment of tailing pond water obtained from the hot water pro-cess for treating bituminous sands, such as Athabasca tar sands, and, more particularly, to the treatment of the water and clay-containing effluent discharged from the process wit~ a hydrolyzed wheat starch.
In a further particular aspect of this invention, it relates to the treatment of phosphate slime conventionally ob-tained in phosphate mining operations.
Tar sands (which are also known as oil sands and
-2-bituminous sands) are sand deposits which are impregnated with dense, viscous petroleum. Tar sands are found through-out the world, often in the same geographical area as conventional petroleum. The largest deposit, and the only one of present commercial importance, is in the Athabasca area in the northeast of the Province of Alberta, Canada.
This deposit is believed to contain over 700 billion barrels of bitumen. For comparison, this is just about equal to the world-wide reserves of conventional oil, 60%
of which is found in the middle east.
Athabasca tar sand is a three-component mixture of bitumen, mineral and water. Bitumen is the value for the extraction of which tar sands are mined and processed.
The bitumen content is variable, averaging 12 wt.~ of the deposit, but ranging from 0 to 18 wt.%. Water typically runs 3 to 6 wt.% of the mixture, increasing as bitumen content decreases. The mineral content i5 relatively constant ranging from 84 to 86 wt.%.
Several basic extraction methods have been known for many years for separating the bitumen from the sands. I
the so-called "cold water" method, the separation is accomplished by mixing the sands with a solvent capable of dissolving the bitumen constituent. The mixture is then introduced into a large volume of water, water with a surface agent added, or a solution of a neutral salt in water. The combined mass is then subjected to a pressure or gravity separation.
The hot water process for primary extraction of bitu-men from tar sands consists of three major process steps (a ~z~sss fourth step, final extraction, is used to clean up the recovered bitumen for downstream processing.) In the first step, called conditioning, tar sand is mixed with water and heated with open steam to form a pulp of 70 to 85 wt.%
solids. Sodium hydroxide or other reagents are added as required to maintain pEI in the range 8.0 - 8.5. Jn the second step, called separation, the conditioned pulp is diluted further so that settling can take place. The bulk of the sand-size mineral rapidly settles and is withdrawn as sand tailings. Most of the bitumen rapidly floats (settles upward) to form a coherent mass known as froth which is recovered by skimming the settling vessel. A third stream may be withdrawn from the settling vessel. This stream, called the middlings drag stream, may be subjected to a third processing step, scavenging. This step provides incremental recovery of suspended bitumen and can be accomplished by conventional froth flotation.
The mineral particle size distribution is particularly significant to operation of the hot water process and to sludge accumulation. The terms sand, silt, clay, and fines are used in this specification as particle size desig-nations wherein sand is siliceous material which will not pass a 325 ~esh screen. 5ilt will pass 325 mesh, but is larger than 2 microns, and clay is material smaller than two microns including some siliceous material of tha-t size.
Conditioning tar sands for the recovery of bitumen consists of heating the tar sand/water feed mixture to process temperature (180-200F), physical mixing of the pulp to uniform composition and consistency, and the consumption (by chemical reaction) of the caustic or other reagents S~
added. Under these conditions, bitumen is stripped from the individual sand grains and mixed into the pulp in the form of discrete droplets of a particle size on the same order as that of the sand grains. The same process conditions, it turns out, are also ideal for accomplishing deflocculation of the clays which occur naturally in the tar sand feed.
Deflocculation, or dispersion, means brea~ing down the naturally occurring aggregates of clay particles to produce a slurry of individual particles. Thus, during conditioning, a large fraction of the clay particles become well dispersed and mixed throughout the pulp.
Those skilled in the art will therefore understand that the conditioning process, which prepares the resource (bitumen) for efficient recovery during the following process steps also prepares the clays to be the most difficult to deal with in the tailings disposal operations.
The second process step, called separation, is actually the bitumen recovery step, (the separation having already occurred during conditioning). The conditioned tar sand pulp is screened to remove rocks and unconditionable lumps of tar sands and clay. The reject material, "screen oversize", is discarded. The screened pulp is further diluted with water to promote two settling processes: globules of bitumen, essentially mineral-free, settle (float) upward to form a coherent mass of froth on the surface of the separation cells; and, at the same time, mineral particles, particularly the sand size mineral, settle down and are removed from the bottom of the separation cell as tailings. The medium through which these two settling processes take place is called the middlings. Middlings consists primarily of water, with 112~55S
suspended fine material and bitumen particles.
The particle sizes and densities of the sand and of the bitumen particles are relatively fixed. The parameter which influences the settling processes most is the viscosity of the middlings. Characteristically, as the fines content rises above a certain threshold (which varies according to the composition of the fines), viscosity rapidly achieves high values with the effect that the settling processes essentially stop. In this operating condition, the separation cell is said to be "upset". Little or no oil is recovered, and all stream exiting the cell have about the same com-position as the feed.
As feed fines content increases, more water must be used in the process to maintain middiings viscosity within the operable range.
The third step of tlle hot water process is scav-enging. The feed fines content sets the process water re-quirement through the need to control middlings viscosi~y which, as noted above, is governed by the clay/water ratio.
It is usually necessary to withdraw a drag stream of midd-lings to maintain the separation cell material balance, and this stream of middlings can be scavenged for recovery of incremental amounts of bitumen. Air flotation is an ef-fective scavenging method for this middlings stream.
Final extraction or froth clean-up is usually accomplished by centrifugation. Froth from primary extraction is diluted with naptha, and the diluted froth is then subjected .
~ -6-lS55 to a two stage centrifugation. This process yields an oil produet of an essentially pure (diluted) bitumen. Water and mineral removed from the froth constitute an additional tailing stream which must be disposed of.
In the terminology of extractive processing, tailings is the throwaway material generated in the course of extracting the valuable material from an ore. In tar sands processing, tailings consist of the whole tar sand ore body plus net additions of process water less only the recovered bitumen produet. Tar sand tailings can be subdivided into three categories; vis: (1) screen oversize, (2) sand tailings (the fraction that settles rapidly), and (3) tailings sludge (the fraction that settles slowly). Sereen oversize is typically collected and handled as a separate stream.
Tailings disposal is all the operations required to place the tailings in a final resting plaee. One obvious long-range goal of tailings disposal is to return the tailings to the mined out area in a satisfactory form.
Thus, there are two main operating modes for tailings dis-posal: (1) dike building-hydraulic eonveying of tailings followed by mechanical compaction of the sand tailings fraetion; and (2) overboarding-hydraulic transport with no mechanical eompaction.
Reeently, in view of the high level of ecological consciousness in Canada and the United States, technical interest in tar sands operation has begun to focus on tailings disposal. The coneept of tar sands tailings dis posal is straightforward. Visualize mining one cubie foot of tar sands~ This leaves a one cubie foot hole in the ground. The ore is proeessed to reeover the resource (bitumen) SSS
and the remaincler, including both process materlal and the gangue constitutes the tailings; tailings that are not valuable and are to be disposed of. In tar sands processing, the main proeess material is water and the gangue is mostly sand with some silt and clay. Physically, the tailings consists of a solid part (sand tailings) and a more or less fluid part (sludge). The most satisfactory place to dispose of these tailings is, of eourse, the existing one cubic foot hole in the ground. It turns out, however, that the sand tailings alone from the one cubic foot of ore oceupy just about one cubie foot. The amount of sludge is a variable, depending on ore quality and proeess conditions, but may run up to 0.3 cubic feet. Thus, the tailings simply will not fit back into the original hole in the ground.
The historical literature covering the hot water process for the recovery of bitumen from tar sands eontains little in the way of a recognition that a net accumulation of liquid tailings or sludge would occur. Based on analysis of field test unit operations which led to the Great Canadian Oil Sands plant design near Ft. McMurray, Alberta, the existenee of sludge accumulation was predieted. This aeeumulation eame to be called the "pond water problem".
Observations during start-up and early eommereial operations at Ft. MeMurray (1967-69) were of insufficient precision to eonfirm the predietion. Sinee 1969, commercial operating data have eonfirmed the aeeumulation in GCOS' tailings disposal area of a layer of fine material and water (sludge) whieh settles and eompaets only very slowly, if at all, after a few years.
At the GCOS plant, for dike building, tailings are conveyed hydraulieally to the disposal area and diseharged l~Z~55 onto the top of a sand dike which is constructed to serve as an impoundment for a pool of liquid contained inside.
On the dike, sand settles rapidly, and a slurry of fines, water, and minor amounts of bitumen flows into the pond interior. The settled sand is mechanically compacted to build the dike to a higher level. The slurry which drains into the pond interior commences stratification in settling over a time scale of months to years. As a result of this long-term settling, two layers form. The top 5 to 10 feet of the pool are a layer of relatively clear water containing 0 to 5 wt.~ solids. Below this clear water layer is a dis-continuity in solids content. Over a matter of a few feet, solids content increases to 10-15 wt.%, and thereafter, solids content increases regularly toward the pond bottom.
In the deepest parts of the pond, solid contents of over 50 wt.~ have been recorded. This second layer is called the sludge layer. The solids content of the sludge layer increases regularly from top to bottom by a factor of 4-5. The clay-water ratio in this layer increases also, but by a lower factor of 1.5 - 2.5. The clays, dispersed during processing, apparently have partially reflocculated into a very fragile gel network. Through this gel, fines of larger-than-clay sizes are slowly settling.
Overboarding is the operation in which tailings are discharged over the top of the sand dike directly into the li~uid pool. A rapid and slow settling process occur but their distinction is not as sharp as in dike building and no mechanical compaction is carried out. The sand portion of the tailings settles rapidly to form a gently sloping beach extending from the discharge point toward the pond in-terior. As the sand settles, fines and water drain into the pool and commence long-term settling.
In sun~ary: (1) tax sands contain clay minerals, (2) in the hot water extraction process, most of the clays become dispersed in the process streams and traverse the circuit, exiting in the tailings, (3) the amount of process water input is fixed by the clay content of the feed and the need to control viscosity of the middlings stream, (4) the amount of water required for middlings viscosity control represents a large volume relative to the volume of the ore itself, and (5) upon disposal~ clays settle only very very slowly; thus, the process water component of tailings is only partially available for reuse via recycle. That which can't be recycled represents a net accumulation of tailings sludge.
The pond water problem is then: to devise long-term economically and ecologically acceptable means to eliminate, minimi2e/ or permanently dispose of, the accumulation of liquid tailings or sludge.
Flocculation of the drag stream in order to improve the settling characteristics thereto has been proposed and practiced in the prior art. In flocculation, individual particles (in this case clay particles) are united into rather loosely bound agglomerates or flocs. The degree of flocculation is contraolled by the probability of collisions between the clay parti~les and their tendency toward adhesion after collision. Agitation increases the probability of collision and adhesion tendency is increased by the addition of flocculants.
Reagents act as flocculants through one or a com-bination of three general mechanisms: (1) neutralization ll~iS5S
of the electrical repulsive forces surrounding the small particles which enables the van der Waals cohesive force to hold the particles together once they have collided; (2) precipitation of voluminous flocs, such as metal hydroxides, that entrap fine particles; and (3) bridging of particles by natural or synthetic, long-chain, high-molecular-weight polymers. These polyelectrolytes are believed to act by adsorption (by ester formation or hydrogen bonding) of hydroxyl or amide groups on solid surfaces, each polymer chain bridging between more than one solid particle in the suspension.
Among the various reagents which have been found useful for flocculating clay are: aluminum chloride, poly-alkylene oxides, such as polyethylene oxide, compounds of calcium such as calcium hydroxide, calcium oxide, calcium chloride, calcium nitrate, calcium acid phosphate, calcium sulfate, calcium tartrate, calcium citrate, calcium sulfonate, calcium lactate, the calcium salt of ethylene diamine tetra-acetate and similar organic sequestering agents. Also useful are quar flour or a high molecular weight acrylamide polymer such as polyacrylamide or a copolymer of acrylamide and a copolymerizable carboxylic acid such as acrylic acid. Addi-tional flocculants which have been considered include the polymers of acrylic or methacrylic acid derivitives, for example, acrylic acid, methacrylic acid, the alkali metal and ammonium salts of acrylic acid or methacrylic acid, acrylamide, methacrylamide, the aminoalkyl acrylates, the aminoalkyl acrylamides, the aminoalkyl methacrylamides and the N-alkyl substituted aminoalkyl esters of either acrylic or methacrylic acids.
Those skilled in the art will understand that a satisfactory solution to the "pond water problem" must be economically, as well as ecologically acceptable. A distinct step forward in the art was achieved by the use of hydrolyzed corn and potato starch flocculants as set forth in copending Canadian application Serial No. 275,214, filed March 31, 1977 and entitled Destabilization of Sludge with Hydrolyzed Starch Flocculants.
OBJECTS OF THE INVENTION
It is, therefore, an object of this invention to provide an effective flocculant in destabilizing dilute as well as thick sludge suspensions, particularly colloidal sus-pensions obtained from mining operations.
It is a further object of our invention to provide an effective flocculating agent for treating tar sands tailing streams which carry suspended clay particles.
It is another object of our invention to provide such a flocculating agent which is economical -to prepare and employ in the treatment of both tar sands tailing streams, and phosphate slimes obtained from phosphate mining operations.
In another aspect, it is yet another object of our invention to provide such a flocculant which is safe and easy to handle and which itself offers no ecologically undesirable side effects.
BRIEF SUMMARY OF THE INVENTION
In accordance with the present invention, it has been found that the foregoing and other objects may be achieved by employing a hydrolyzed ~heat starch as a flocculant in destabilizing dilute as well as thick sludge suspensions.
More particularly, it has been found that when wheat starch has been hydrolyæed in the presence of metal salts, there is formed a highly effective composition for destabiliæing such suspensions. Still more particularly, an especially effective flocculant composition may be prepared when CaAlPO4 wheat starch is used in combination with a lower aliphatic alcohol.
As aforestated, the sludges being treated in accor-dance with this invention are aqueous colloidal suspensions containing either clay minerals or metal oxides-hydroxides which are formed during mining operations. For sake of illu-stration, and simplicity only, the following description will be directed to a colloidal clay suspension obtained from bituminous tar sands mining, and a phosphate oxide-hydroxide slime obtained from phosphate mining. However, it will be understood that this invention is directed generally to the destabiliæation of all such suspensions.
It has also been found, in accordance with the pre-sent invention, that when cement is added to the suspensions together with the aforedescribed composition, there is achieved improved permeability and shear strength of the resulting de-stabilized sludge.
DESCRIPTION OF THE DRAWING
The invention, both as to the manner in which the flocculants are prepared and the method of employing them, may best be understood by reference to the following description taken in connection with the drawing of which the single figure is a schematic representation of a hot water extraction process wherein the invention finds particular use.
DETAILED DESCRIPTION OF THE INVENTION
. . .
Referring now to the single figure, bituminous tar sands are fed into the system through a line 1 and pass to a conditioning drum or muller 18. Water and steam are intro-duced to the muller through another line 2. The total water so introduced in liquid and vapor form is a minor amount based on the weight of the tar sands processed. The tar sands, conditioned with waterl pass through a line 3 to the feed sump 19 which serves as a zone for diluting the pulp with additional water before passage to the separation zone 20.
The pulp tar sands are continuously flushed from the feed sump 19 through a line 4 into a separator 20. The settling zone within the separator 20 is relatively quiescent so that bituminous froth rises to the top and is withdrawn via line 5 while the bulk of the sand settles to the bottom as a tailings layer which is withdrawn through line 6.
A middlings stream is withdrawn through line 7 to be processed as described below. Another middlings stream, which is relatively oil-rich compared to the stream with-drawn through line 7, is wi.thdrawn from the cell via line 8 to a flotation scavenger zone 21. In this zone, an air flotation operation is conducted to cause the formation of additional oil froth which passes from the scavenger zone through line 9 in mixture with the primary froth from the separator 20 to a froth settler 22. An oil-lean water stream is removed from the bottom of the scavenger zone 21 through line 10 to be further processed as described below. In the settler sone 22, some further oil-lean water is withdrawn from the froth and removed through line 11 to be mixed with the oil lean water stream from the flotation scavenger zone, the sand tailings stream from the separation zone and a portion of the lower middlings withdrawn from the separation zone. The bitumen from the settler is removed through line 12 for further treatment.
The oil-lean water from the froth settler, the scavenger zone, and the separator, and the tailings from the settler, all of which make up an effluent discharge stream, are treated in the sand separation zone 20 by, for example, a simple gravity setting process. The sand is withdrawn by a line 13 and discarded, and a process water stream is withdrawn by a line 1~ to the flocculation zone 24.
In the flocculation zone 24l a substantial amount of clay suspended in the process water is coagulated, and a slurry of coagulated clay and process water is withdrawn in line 15 to a centrifuge zone 25. In the centrifuge zone, coagulated clay is separated from the process water and discarded via line 16. Water substantially reduced in clay and sand content compared to the effluent discharge is recovered from the centrifuge zone and is recycled by a line 17 to be mixed with fresh water and charged into the hot water process.
PREPARATION OF THE HYDROLYZED STARCH
.
As aforementioned, the flocculant is prepared from a wheat starch, which has been hydrolyzed. The hydrolysis is achieved by simply heating the starch in the form of an aqueous suspension at about 85 to 95C and preferably at about 90C.
The starch should desirably be present in an amount of 1 gm to 5 gm per 100 ml of water, and preferably 2 to 3 gms. It has been found essential, in order to control the size of the starch particles, and prevent their swelling, to carry out the hydrolysis in the presence of certain selected salts, which act as an electrolyte and maintain the particle size within pre-ferred dimensions.
Among the salts which may be employed for this purpose are salts of metals such as sodium, potassium, ammonium.
magnesium, calcium and aluminum. The respective anions may be sulfates, acetates, chlorides, nitrates, chlorates, bromides, iodides, thiocyanates, phosphates and the like. Particularly effective for purposes of this invention, as applied to tar sands tailing ponds, is CaAlPO4' althouyh su~h-other salts as NaAlPO4 and the like may also be used.
Although the salts may be added in their desired form, it has been found preferable to form the salt in situ, particularly where the salt is generally insoluble in water.
Thus, for example, the preferred CaAlPO4 salt is advantage-ously formed in situ by the addition of specified amounts . _ of calcium hydroxide, aluminum sulfate, and sodium phosphate to the aqueous wheat starch hydrolysis medium~ In any event, the resulting salt should desirably be present in amounts of about 10 to 30 gms per 100 gms of starch, and preferably 15 to 20 gms per 100 gms of starch.
In the case of treatment of known phosphate slimes from phospate mining operations with the flocclllant of this invention, it will be understood that the presence or addition of a phosphate such as sodium phosphate, is not necessary and may be omitted from the salt preparation.
s~
It has also been found, in accordance with this invention, that when an alcohol, preferably a lower aliphatic alcohol having from 1 to 5 carbon atoms, such as methanol, ethanol, propanol or the like, is added to the hydrolysate, the size and effectiveness of the resulting flocculant material is enhanced and the process results further improved over that of other known flocculants.
The alcohol may be added to the starch hydrolysate in one of two ways: (1) by the simultaneous addition of the alcohol and the hydrolysate directly to the tailings pond water, or (2) by addition of the alcohol to the hydrolysate itself prior to its use in the tailings pond. In the latter case, since the alcohol is usually added to the hydrolysate in amounts in excess of what is actually needed, the overnight settling of the flocculant then advantageously permits the excess alcohol to be recovered by distillation or the like, and then recycled, thereby effecting certain obvious economies. The alcohol should be added in amounts of at least 1/10 to 1/5 the volume of the hydrolysate. Alternatively, but less preferred, there may be employed in place of the alcohol such other additives as acetone, yeast or lactic acid.
If desired, the resulting alcohol-treated hydrolysate may then be further treated by drying the same (i.e., by freeze drying, air drying, spin drying or the like), to remove essentially all water and provide a powder which is convenient to handle, store, and transport, yet which can be readily redispersed in water at the treatment site.
In a further embodiment of this invention it has been found that as applied to bituminous tar sands, the results obtained with the salt and alcohol-treated wheat starch hydroly-sate may be additionally enhanced by the introduction of powdered cement to the flocculant, preferably in the form of a dilute slurry in a concentration on the order of at least about 3 pounds of cement per hundred Imperial gallons of sludge containing 20~ solids. The effect of the addition of powdered cement to the flocculant is to provide a rapidly settled sludge layer having improved shear strength and permeability characteristics. A similar effect on corn and potato starch is taught in copending Canadian application Serial No. 295,881, filed January 30, 1978, and entitled Destabilization and Improvement in Permeability and Shear Strength of Sludge with Hydrolyzed Flocculant and Portland Cement.
In accordance with this embodiment of the invention, the wheat starch flocculant and cement are mixed with the effluent stream, preferably as separate or combined slurrys~
The quantity of cement injected should be at least 3.0 pounds (and preferably 3.6 pounds or more) of cement per hundred Imperial gallons of sludge which may be expected to accumulate when the liquid fraction of the tar sands tailing stream is discharged into the pond and settled. The concentration of starch flocculants injected typically fa]ls within the range 0.1 to 0.2 pounds per hundred Imperial gallons of sludge.
Initial treatment of an existing pond may require broadcasting of the necessary quantities of cement and/or starch flocculant over the surface of the pond (or by such other means as recirculation with injection into the re-circulates stream) in order to bring the concentration of cement in the pond to at least 3.0 pounds per hundred Imperial gallons of sludge. "Sludge", for the purposes only of defining the concentrations of cement and starch flocculant required, may be more particularly defined as "normalized" sludge containing about 20% w/v solids. As previously noted, in an actual settling pond, the demarcation between a clarified water layer and al sludge layer is ill-defined and variable, and the characteristics of the sludge layer change from top to bottom such that it is necessary to calculate an "average normalized" sludge from samples f-rom a pond to determine the minimum dosage of cement and starch flocculant.
Water from the clarified water layer may be withdrawn by a pump for recycle to be mixed with fresh water and charged into the hot water process.
The following examples are provided for purposes of illustrating but not limiting the scope of this invention with respect to the preparation and use of the wheat starch flocculants.
SYNTHESIS OF HYDROLYZED STARCH FLOCCULANT
Five grams of prime wheat starch was weighed into a refluxing apparatus flask. Two hundred milliliters of aqueous solution containing CaA1PO4 was added. The CaAlPO4 was formed in situ in the presence of the starch in the aqueous solution by the addition of 0.617 gm of A12(SO4)3. 18 H2O, 0.704 gm Na3PO4.
12 H2O, and 0.463 gm Ca(OH)2.
The suspension was reluxed at 90C + 5 for two hours with simultaneous stirring. The hydrolysis was considered complete when the insoluble starch was converted into a colloidal solution.
The volume was then made lS~S
up to 250 ml with distilled water,thus giving a stock so-lubtion of 20,000 ppm of CaAlPO4 wheat starch.
EXAMPLE I
A series of tubes containing 50 ml of tar sand sludge having a solids content of 10% were treated with 0.5 ml of the above CaAlPO4 wheat starch, and, where indicated in the table below, alcohol or yeast. The sludge contained 0.25% bitumen. Half the tubes were centrifuged with the re-sults as shown below in Table I. The remaining half of the tubes were allowed to settle by themselves, the results of which are also reported below in Table I.
TABLE I
I Wheat ~ 31 SELP- 4 Tube Starch ADDITIVE , CENTRIFUGATION SETTLING
Tube ppm ml Ty pe Amountl I , w/w _ _ None _ ~ - ~ 41.3 12.1 2 200 0.5 Yeast 80 0.055 50.7 16.2
This deposit is believed to contain over 700 billion barrels of bitumen. For comparison, this is just about equal to the world-wide reserves of conventional oil, 60%
of which is found in the middle east.
Athabasca tar sand is a three-component mixture of bitumen, mineral and water. Bitumen is the value for the extraction of which tar sands are mined and processed.
The bitumen content is variable, averaging 12 wt.~ of the deposit, but ranging from 0 to 18 wt.%. Water typically runs 3 to 6 wt.% of the mixture, increasing as bitumen content decreases. The mineral content i5 relatively constant ranging from 84 to 86 wt.%.
Several basic extraction methods have been known for many years for separating the bitumen from the sands. I
the so-called "cold water" method, the separation is accomplished by mixing the sands with a solvent capable of dissolving the bitumen constituent. The mixture is then introduced into a large volume of water, water with a surface agent added, or a solution of a neutral salt in water. The combined mass is then subjected to a pressure or gravity separation.
The hot water process for primary extraction of bitu-men from tar sands consists of three major process steps (a ~z~sss fourth step, final extraction, is used to clean up the recovered bitumen for downstream processing.) In the first step, called conditioning, tar sand is mixed with water and heated with open steam to form a pulp of 70 to 85 wt.%
solids. Sodium hydroxide or other reagents are added as required to maintain pEI in the range 8.0 - 8.5. Jn the second step, called separation, the conditioned pulp is diluted further so that settling can take place. The bulk of the sand-size mineral rapidly settles and is withdrawn as sand tailings. Most of the bitumen rapidly floats (settles upward) to form a coherent mass known as froth which is recovered by skimming the settling vessel. A third stream may be withdrawn from the settling vessel. This stream, called the middlings drag stream, may be subjected to a third processing step, scavenging. This step provides incremental recovery of suspended bitumen and can be accomplished by conventional froth flotation.
The mineral particle size distribution is particularly significant to operation of the hot water process and to sludge accumulation. The terms sand, silt, clay, and fines are used in this specification as particle size desig-nations wherein sand is siliceous material which will not pass a 325 ~esh screen. 5ilt will pass 325 mesh, but is larger than 2 microns, and clay is material smaller than two microns including some siliceous material of tha-t size.
Conditioning tar sands for the recovery of bitumen consists of heating the tar sand/water feed mixture to process temperature (180-200F), physical mixing of the pulp to uniform composition and consistency, and the consumption (by chemical reaction) of the caustic or other reagents S~
added. Under these conditions, bitumen is stripped from the individual sand grains and mixed into the pulp in the form of discrete droplets of a particle size on the same order as that of the sand grains. The same process conditions, it turns out, are also ideal for accomplishing deflocculation of the clays which occur naturally in the tar sand feed.
Deflocculation, or dispersion, means brea~ing down the naturally occurring aggregates of clay particles to produce a slurry of individual particles. Thus, during conditioning, a large fraction of the clay particles become well dispersed and mixed throughout the pulp.
Those skilled in the art will therefore understand that the conditioning process, which prepares the resource (bitumen) for efficient recovery during the following process steps also prepares the clays to be the most difficult to deal with in the tailings disposal operations.
The second process step, called separation, is actually the bitumen recovery step, (the separation having already occurred during conditioning). The conditioned tar sand pulp is screened to remove rocks and unconditionable lumps of tar sands and clay. The reject material, "screen oversize", is discarded. The screened pulp is further diluted with water to promote two settling processes: globules of bitumen, essentially mineral-free, settle (float) upward to form a coherent mass of froth on the surface of the separation cells; and, at the same time, mineral particles, particularly the sand size mineral, settle down and are removed from the bottom of the separation cell as tailings. The medium through which these two settling processes take place is called the middlings. Middlings consists primarily of water, with 112~55S
suspended fine material and bitumen particles.
The particle sizes and densities of the sand and of the bitumen particles are relatively fixed. The parameter which influences the settling processes most is the viscosity of the middlings. Characteristically, as the fines content rises above a certain threshold (which varies according to the composition of the fines), viscosity rapidly achieves high values with the effect that the settling processes essentially stop. In this operating condition, the separation cell is said to be "upset". Little or no oil is recovered, and all stream exiting the cell have about the same com-position as the feed.
As feed fines content increases, more water must be used in the process to maintain middiings viscosity within the operable range.
The third step of tlle hot water process is scav-enging. The feed fines content sets the process water re-quirement through the need to control middlings viscosi~y which, as noted above, is governed by the clay/water ratio.
It is usually necessary to withdraw a drag stream of midd-lings to maintain the separation cell material balance, and this stream of middlings can be scavenged for recovery of incremental amounts of bitumen. Air flotation is an ef-fective scavenging method for this middlings stream.
Final extraction or froth clean-up is usually accomplished by centrifugation. Froth from primary extraction is diluted with naptha, and the diluted froth is then subjected .
~ -6-lS55 to a two stage centrifugation. This process yields an oil produet of an essentially pure (diluted) bitumen. Water and mineral removed from the froth constitute an additional tailing stream which must be disposed of.
In the terminology of extractive processing, tailings is the throwaway material generated in the course of extracting the valuable material from an ore. In tar sands processing, tailings consist of the whole tar sand ore body plus net additions of process water less only the recovered bitumen produet. Tar sand tailings can be subdivided into three categories; vis: (1) screen oversize, (2) sand tailings (the fraction that settles rapidly), and (3) tailings sludge (the fraction that settles slowly). Sereen oversize is typically collected and handled as a separate stream.
Tailings disposal is all the operations required to place the tailings in a final resting plaee. One obvious long-range goal of tailings disposal is to return the tailings to the mined out area in a satisfactory form.
Thus, there are two main operating modes for tailings dis-posal: (1) dike building-hydraulic eonveying of tailings followed by mechanical compaction of the sand tailings fraetion; and (2) overboarding-hydraulic transport with no mechanical eompaction.
Reeently, in view of the high level of ecological consciousness in Canada and the United States, technical interest in tar sands operation has begun to focus on tailings disposal. The coneept of tar sands tailings dis posal is straightforward. Visualize mining one cubie foot of tar sands~ This leaves a one cubie foot hole in the ground. The ore is proeessed to reeover the resource (bitumen) SSS
and the remaincler, including both process materlal and the gangue constitutes the tailings; tailings that are not valuable and are to be disposed of. In tar sands processing, the main proeess material is water and the gangue is mostly sand with some silt and clay. Physically, the tailings consists of a solid part (sand tailings) and a more or less fluid part (sludge). The most satisfactory place to dispose of these tailings is, of eourse, the existing one cubic foot hole in the ground. It turns out, however, that the sand tailings alone from the one cubic foot of ore oceupy just about one cubie foot. The amount of sludge is a variable, depending on ore quality and proeess conditions, but may run up to 0.3 cubic feet. Thus, the tailings simply will not fit back into the original hole in the ground.
The historical literature covering the hot water process for the recovery of bitumen from tar sands eontains little in the way of a recognition that a net accumulation of liquid tailings or sludge would occur. Based on analysis of field test unit operations which led to the Great Canadian Oil Sands plant design near Ft. McMurray, Alberta, the existenee of sludge accumulation was predieted. This aeeumulation eame to be called the "pond water problem".
Observations during start-up and early eommereial operations at Ft. MeMurray (1967-69) were of insufficient precision to eonfirm the predietion. Sinee 1969, commercial operating data have eonfirmed the aeeumulation in GCOS' tailings disposal area of a layer of fine material and water (sludge) whieh settles and eompaets only very slowly, if at all, after a few years.
At the GCOS plant, for dike building, tailings are conveyed hydraulieally to the disposal area and diseharged l~Z~55 onto the top of a sand dike which is constructed to serve as an impoundment for a pool of liquid contained inside.
On the dike, sand settles rapidly, and a slurry of fines, water, and minor amounts of bitumen flows into the pond interior. The settled sand is mechanically compacted to build the dike to a higher level. The slurry which drains into the pond interior commences stratification in settling over a time scale of months to years. As a result of this long-term settling, two layers form. The top 5 to 10 feet of the pool are a layer of relatively clear water containing 0 to 5 wt.~ solids. Below this clear water layer is a dis-continuity in solids content. Over a matter of a few feet, solids content increases to 10-15 wt.%, and thereafter, solids content increases regularly toward the pond bottom.
In the deepest parts of the pond, solid contents of over 50 wt.~ have been recorded. This second layer is called the sludge layer. The solids content of the sludge layer increases regularly from top to bottom by a factor of 4-5. The clay-water ratio in this layer increases also, but by a lower factor of 1.5 - 2.5. The clays, dispersed during processing, apparently have partially reflocculated into a very fragile gel network. Through this gel, fines of larger-than-clay sizes are slowly settling.
Overboarding is the operation in which tailings are discharged over the top of the sand dike directly into the li~uid pool. A rapid and slow settling process occur but their distinction is not as sharp as in dike building and no mechanical compaction is carried out. The sand portion of the tailings settles rapidly to form a gently sloping beach extending from the discharge point toward the pond in-terior. As the sand settles, fines and water drain into the pool and commence long-term settling.
In sun~ary: (1) tax sands contain clay minerals, (2) in the hot water extraction process, most of the clays become dispersed in the process streams and traverse the circuit, exiting in the tailings, (3) the amount of process water input is fixed by the clay content of the feed and the need to control viscosity of the middlings stream, (4) the amount of water required for middlings viscosity control represents a large volume relative to the volume of the ore itself, and (5) upon disposal~ clays settle only very very slowly; thus, the process water component of tailings is only partially available for reuse via recycle. That which can't be recycled represents a net accumulation of tailings sludge.
The pond water problem is then: to devise long-term economically and ecologically acceptable means to eliminate, minimi2e/ or permanently dispose of, the accumulation of liquid tailings or sludge.
Flocculation of the drag stream in order to improve the settling characteristics thereto has been proposed and practiced in the prior art. In flocculation, individual particles (in this case clay particles) are united into rather loosely bound agglomerates or flocs. The degree of flocculation is contraolled by the probability of collisions between the clay parti~les and their tendency toward adhesion after collision. Agitation increases the probability of collision and adhesion tendency is increased by the addition of flocculants.
Reagents act as flocculants through one or a com-bination of three general mechanisms: (1) neutralization ll~iS5S
of the electrical repulsive forces surrounding the small particles which enables the van der Waals cohesive force to hold the particles together once they have collided; (2) precipitation of voluminous flocs, such as metal hydroxides, that entrap fine particles; and (3) bridging of particles by natural or synthetic, long-chain, high-molecular-weight polymers. These polyelectrolytes are believed to act by adsorption (by ester formation or hydrogen bonding) of hydroxyl or amide groups on solid surfaces, each polymer chain bridging between more than one solid particle in the suspension.
Among the various reagents which have been found useful for flocculating clay are: aluminum chloride, poly-alkylene oxides, such as polyethylene oxide, compounds of calcium such as calcium hydroxide, calcium oxide, calcium chloride, calcium nitrate, calcium acid phosphate, calcium sulfate, calcium tartrate, calcium citrate, calcium sulfonate, calcium lactate, the calcium salt of ethylene diamine tetra-acetate and similar organic sequestering agents. Also useful are quar flour or a high molecular weight acrylamide polymer such as polyacrylamide or a copolymer of acrylamide and a copolymerizable carboxylic acid such as acrylic acid. Addi-tional flocculants which have been considered include the polymers of acrylic or methacrylic acid derivitives, for example, acrylic acid, methacrylic acid, the alkali metal and ammonium salts of acrylic acid or methacrylic acid, acrylamide, methacrylamide, the aminoalkyl acrylates, the aminoalkyl acrylamides, the aminoalkyl methacrylamides and the N-alkyl substituted aminoalkyl esters of either acrylic or methacrylic acids.
Those skilled in the art will understand that a satisfactory solution to the "pond water problem" must be economically, as well as ecologically acceptable. A distinct step forward in the art was achieved by the use of hydrolyzed corn and potato starch flocculants as set forth in copending Canadian application Serial No. 275,214, filed March 31, 1977 and entitled Destabilization of Sludge with Hydrolyzed Starch Flocculants.
OBJECTS OF THE INVENTION
It is, therefore, an object of this invention to provide an effective flocculant in destabilizing dilute as well as thick sludge suspensions, particularly colloidal sus-pensions obtained from mining operations.
It is a further object of our invention to provide an effective flocculating agent for treating tar sands tailing streams which carry suspended clay particles.
It is another object of our invention to provide such a flocculating agent which is economical -to prepare and employ in the treatment of both tar sands tailing streams, and phosphate slimes obtained from phosphate mining operations.
In another aspect, it is yet another object of our invention to provide such a flocculant which is safe and easy to handle and which itself offers no ecologically undesirable side effects.
BRIEF SUMMARY OF THE INVENTION
In accordance with the present invention, it has been found that the foregoing and other objects may be achieved by employing a hydrolyzed ~heat starch as a flocculant in destabilizing dilute as well as thick sludge suspensions.
More particularly, it has been found that when wheat starch has been hydrolyæed in the presence of metal salts, there is formed a highly effective composition for destabiliæing such suspensions. Still more particularly, an especially effective flocculant composition may be prepared when CaAlPO4 wheat starch is used in combination with a lower aliphatic alcohol.
As aforestated, the sludges being treated in accor-dance with this invention are aqueous colloidal suspensions containing either clay minerals or metal oxides-hydroxides which are formed during mining operations. For sake of illu-stration, and simplicity only, the following description will be directed to a colloidal clay suspension obtained from bituminous tar sands mining, and a phosphate oxide-hydroxide slime obtained from phosphate mining. However, it will be understood that this invention is directed generally to the destabiliæation of all such suspensions.
It has also been found, in accordance with the pre-sent invention, that when cement is added to the suspensions together with the aforedescribed composition, there is achieved improved permeability and shear strength of the resulting de-stabilized sludge.
DESCRIPTION OF THE DRAWING
The invention, both as to the manner in which the flocculants are prepared and the method of employing them, may best be understood by reference to the following description taken in connection with the drawing of which the single figure is a schematic representation of a hot water extraction process wherein the invention finds particular use.
DETAILED DESCRIPTION OF THE INVENTION
. . .
Referring now to the single figure, bituminous tar sands are fed into the system through a line 1 and pass to a conditioning drum or muller 18. Water and steam are intro-duced to the muller through another line 2. The total water so introduced in liquid and vapor form is a minor amount based on the weight of the tar sands processed. The tar sands, conditioned with waterl pass through a line 3 to the feed sump 19 which serves as a zone for diluting the pulp with additional water before passage to the separation zone 20.
The pulp tar sands are continuously flushed from the feed sump 19 through a line 4 into a separator 20. The settling zone within the separator 20 is relatively quiescent so that bituminous froth rises to the top and is withdrawn via line 5 while the bulk of the sand settles to the bottom as a tailings layer which is withdrawn through line 6.
A middlings stream is withdrawn through line 7 to be processed as described below. Another middlings stream, which is relatively oil-rich compared to the stream with-drawn through line 7, is wi.thdrawn from the cell via line 8 to a flotation scavenger zone 21. In this zone, an air flotation operation is conducted to cause the formation of additional oil froth which passes from the scavenger zone through line 9 in mixture with the primary froth from the separator 20 to a froth settler 22. An oil-lean water stream is removed from the bottom of the scavenger zone 21 through line 10 to be further processed as described below. In the settler sone 22, some further oil-lean water is withdrawn from the froth and removed through line 11 to be mixed with the oil lean water stream from the flotation scavenger zone, the sand tailings stream from the separation zone and a portion of the lower middlings withdrawn from the separation zone. The bitumen from the settler is removed through line 12 for further treatment.
The oil-lean water from the froth settler, the scavenger zone, and the separator, and the tailings from the settler, all of which make up an effluent discharge stream, are treated in the sand separation zone 20 by, for example, a simple gravity setting process. The sand is withdrawn by a line 13 and discarded, and a process water stream is withdrawn by a line 1~ to the flocculation zone 24.
In the flocculation zone 24l a substantial amount of clay suspended in the process water is coagulated, and a slurry of coagulated clay and process water is withdrawn in line 15 to a centrifuge zone 25. In the centrifuge zone, coagulated clay is separated from the process water and discarded via line 16. Water substantially reduced in clay and sand content compared to the effluent discharge is recovered from the centrifuge zone and is recycled by a line 17 to be mixed with fresh water and charged into the hot water process.
PREPARATION OF THE HYDROLYZED STARCH
.
As aforementioned, the flocculant is prepared from a wheat starch, which has been hydrolyzed. The hydrolysis is achieved by simply heating the starch in the form of an aqueous suspension at about 85 to 95C and preferably at about 90C.
The starch should desirably be present in an amount of 1 gm to 5 gm per 100 ml of water, and preferably 2 to 3 gms. It has been found essential, in order to control the size of the starch particles, and prevent their swelling, to carry out the hydrolysis in the presence of certain selected salts, which act as an electrolyte and maintain the particle size within pre-ferred dimensions.
Among the salts which may be employed for this purpose are salts of metals such as sodium, potassium, ammonium.
magnesium, calcium and aluminum. The respective anions may be sulfates, acetates, chlorides, nitrates, chlorates, bromides, iodides, thiocyanates, phosphates and the like. Particularly effective for purposes of this invention, as applied to tar sands tailing ponds, is CaAlPO4' althouyh su~h-other salts as NaAlPO4 and the like may also be used.
Although the salts may be added in their desired form, it has been found preferable to form the salt in situ, particularly where the salt is generally insoluble in water.
Thus, for example, the preferred CaAlPO4 salt is advantage-ously formed in situ by the addition of specified amounts . _ of calcium hydroxide, aluminum sulfate, and sodium phosphate to the aqueous wheat starch hydrolysis medium~ In any event, the resulting salt should desirably be present in amounts of about 10 to 30 gms per 100 gms of starch, and preferably 15 to 20 gms per 100 gms of starch.
In the case of treatment of known phosphate slimes from phospate mining operations with the flocclllant of this invention, it will be understood that the presence or addition of a phosphate such as sodium phosphate, is not necessary and may be omitted from the salt preparation.
s~
It has also been found, in accordance with this invention, that when an alcohol, preferably a lower aliphatic alcohol having from 1 to 5 carbon atoms, such as methanol, ethanol, propanol or the like, is added to the hydrolysate, the size and effectiveness of the resulting flocculant material is enhanced and the process results further improved over that of other known flocculants.
The alcohol may be added to the starch hydrolysate in one of two ways: (1) by the simultaneous addition of the alcohol and the hydrolysate directly to the tailings pond water, or (2) by addition of the alcohol to the hydrolysate itself prior to its use in the tailings pond. In the latter case, since the alcohol is usually added to the hydrolysate in amounts in excess of what is actually needed, the overnight settling of the flocculant then advantageously permits the excess alcohol to be recovered by distillation or the like, and then recycled, thereby effecting certain obvious economies. The alcohol should be added in amounts of at least 1/10 to 1/5 the volume of the hydrolysate. Alternatively, but less preferred, there may be employed in place of the alcohol such other additives as acetone, yeast or lactic acid.
If desired, the resulting alcohol-treated hydrolysate may then be further treated by drying the same (i.e., by freeze drying, air drying, spin drying or the like), to remove essentially all water and provide a powder which is convenient to handle, store, and transport, yet which can be readily redispersed in water at the treatment site.
In a further embodiment of this invention it has been found that as applied to bituminous tar sands, the results obtained with the salt and alcohol-treated wheat starch hydroly-sate may be additionally enhanced by the introduction of powdered cement to the flocculant, preferably in the form of a dilute slurry in a concentration on the order of at least about 3 pounds of cement per hundred Imperial gallons of sludge containing 20~ solids. The effect of the addition of powdered cement to the flocculant is to provide a rapidly settled sludge layer having improved shear strength and permeability characteristics. A similar effect on corn and potato starch is taught in copending Canadian application Serial No. 295,881, filed January 30, 1978, and entitled Destabilization and Improvement in Permeability and Shear Strength of Sludge with Hydrolyzed Flocculant and Portland Cement.
In accordance with this embodiment of the invention, the wheat starch flocculant and cement are mixed with the effluent stream, preferably as separate or combined slurrys~
The quantity of cement injected should be at least 3.0 pounds (and preferably 3.6 pounds or more) of cement per hundred Imperial gallons of sludge which may be expected to accumulate when the liquid fraction of the tar sands tailing stream is discharged into the pond and settled. The concentration of starch flocculants injected typically fa]ls within the range 0.1 to 0.2 pounds per hundred Imperial gallons of sludge.
Initial treatment of an existing pond may require broadcasting of the necessary quantities of cement and/or starch flocculant over the surface of the pond (or by such other means as recirculation with injection into the re-circulates stream) in order to bring the concentration of cement in the pond to at least 3.0 pounds per hundred Imperial gallons of sludge. "Sludge", for the purposes only of defining the concentrations of cement and starch flocculant required, may be more particularly defined as "normalized" sludge containing about 20% w/v solids. As previously noted, in an actual settling pond, the demarcation between a clarified water layer and al sludge layer is ill-defined and variable, and the characteristics of the sludge layer change from top to bottom such that it is necessary to calculate an "average normalized" sludge from samples f-rom a pond to determine the minimum dosage of cement and starch flocculant.
Water from the clarified water layer may be withdrawn by a pump for recycle to be mixed with fresh water and charged into the hot water process.
The following examples are provided for purposes of illustrating but not limiting the scope of this invention with respect to the preparation and use of the wheat starch flocculants.
SYNTHESIS OF HYDROLYZED STARCH FLOCCULANT
Five grams of prime wheat starch was weighed into a refluxing apparatus flask. Two hundred milliliters of aqueous solution containing CaA1PO4 was added. The CaAlPO4 was formed in situ in the presence of the starch in the aqueous solution by the addition of 0.617 gm of A12(SO4)3. 18 H2O, 0.704 gm Na3PO4.
12 H2O, and 0.463 gm Ca(OH)2.
The suspension was reluxed at 90C + 5 for two hours with simultaneous stirring. The hydrolysis was considered complete when the insoluble starch was converted into a colloidal solution.
The volume was then made lS~S
up to 250 ml with distilled water,thus giving a stock so-lubtion of 20,000 ppm of CaAlPO4 wheat starch.
EXAMPLE I
A series of tubes containing 50 ml of tar sand sludge having a solids content of 10% were treated with 0.5 ml of the above CaAlPO4 wheat starch, and, where indicated in the table below, alcohol or yeast. The sludge contained 0.25% bitumen. Half the tubes were centrifuged with the re-sults as shown below in Table I. The remaining half of the tubes were allowed to settle by themselves, the results of which are also reported below in Table I.
TABLE I
I Wheat ~ 31 SELP- 4 Tube Starch ADDITIVE , CENTRIFUGATION SETTLING
Tube ppm ml Ty pe Amountl I , w/w _ _ None _ ~ - ~ 41.3 12.1 2 200 0.5 Yeast 80 0.055 50.7 16.2
3 200 0.5 None _ _ 43.3 15.1
4 200 0.5 Alcoholl000 0.05 46.7 17.0 ~ L200 0.5 ~ _ __ L ~ _ _ _ -1 16-5 l - control; l0~ sludge only 2 - solids content; weight/weight 3 - 320 minutes 4 - l44 hours
5 - 8% yeast solution in water
6 - 0.88% lactic acid in water It will be evident from the above data that the solids content is superior to the control specimen when the sludge is treated with both wheat and additive, and centrifuges, and is clearly superior when the sludge is allowed to settle by itself.
A comparable series of runs were carried out using polyacrylamide as the flocculant. The results are shown in Table 2 below:
_ABLE 2 Solids concentration in cake and supernatant upon sedimentation by centrifugation*.
Runl Polyacrylamide Flocculant I Final Solids Conc.%(W/W~
Initial Solids l --~~-~~-~-~~~-~~~-~~--~ ~~~
Type ConcentratiOn ~Conc., % I CakeSupernatant _ _ None (untreated sludge) 10 1 40.1 2.3 2 1820A(anionic) 200 ppm 10 1 38.9 1.0 3 573C(cationic) 200 " l0 ~ 36.7 l.5 J
* for thirty minutes When hydrolyzed wheat starch is employed under the same conditions, a clear supernatent with no solids content is obtained, thus demonstrating the superiority of the wheat starch of this invention over the polyacrylamides of the prior art.
To 250 ml of hydrolyzed CaAlPO4 wheat starch of Example 1 was added ethyl alcohol ~50 ml) and the mixture allowed to stand overnight. Substantially all excess alcohol was then removed in a Soxhelt extraction apparatus by heating the mixture to 80C for twenty minutes, and the residue was oven dried.
Following redispersal of the starch (2~) in water~
two 50 ml samples of sludge having an initial solids content of 12% were then measured out. One was employed as a control.
To the second sample was added 0.5 ml of the redispersed 5~i hydrolyzed CaAlPO4 wheat starch (200 ppm).
After centrifugation of the two samples for 320 minutes, the following results were observed:
Control - 12% w/w/ - supernatent not clear (solids-1.4%) CaAlPO4 Starch - 28.1~ - w/w/ - supernatent clear (no solids).
EXAMPLE_3 A phosphate slime, (Swift Silver City, Florida) having a solids content of 2.66% 5w/w), and a pH of 6.34, was treated with the hydrolyzed starch of Example 1. For comparative purposes, two commercially available polyacryla-mide flocculants (Magnifloc 573C and 1820A, American Cyanamid Company) were also employed. The results of these runs are set forth below in Table 3.
Flocullant Solids Conc. after Ave. Viscosity SampleDosage (ppm) 3 ~ays Settlin~ ~Centipoise) Untreated- 10.09 2.4 Starch 100 10.57 3.3 Magnifioc 573A 100 7.79 4.8 Magnifloc 1820A 100 6.31 7.7 The supernatent was clear in all samples, both treated and untreated.
It will be seen from the above results that the starch was clearly superior in terms of the amounts of solids settled. The significance of the viscosity is b~st understood when it is noted that the low viscosity for the untreated * Trademark sample indicates that the solids are essentially dispersed, whereas the much higher viscosity for the polyacrylamide sample means that they are coagulated and thus will retain large amounts of water, whereas the viscosity of the wheat flocculated sample means that settling will not be signi-ficantly retarded, while at the same time it enables one to surcharge the settled mass with sand.
The principal components of the phosphate slime are as follows: carbonate-fluorapatite; quartz; montmorillo-nite; and attapulgiteO
A comparable series of runs were carried out using polyacrylamide as the flocculant. The results are shown in Table 2 below:
_ABLE 2 Solids concentration in cake and supernatant upon sedimentation by centrifugation*.
Runl Polyacrylamide Flocculant I Final Solids Conc.%(W/W~
Initial Solids l --~~-~~-~-~~~-~~~-~~--~ ~~~
Type ConcentratiOn ~Conc., % I CakeSupernatant _ _ None (untreated sludge) 10 1 40.1 2.3 2 1820A(anionic) 200 ppm 10 1 38.9 1.0 3 573C(cationic) 200 " l0 ~ 36.7 l.5 J
* for thirty minutes When hydrolyzed wheat starch is employed under the same conditions, a clear supernatent with no solids content is obtained, thus demonstrating the superiority of the wheat starch of this invention over the polyacrylamides of the prior art.
To 250 ml of hydrolyzed CaAlPO4 wheat starch of Example 1 was added ethyl alcohol ~50 ml) and the mixture allowed to stand overnight. Substantially all excess alcohol was then removed in a Soxhelt extraction apparatus by heating the mixture to 80C for twenty minutes, and the residue was oven dried.
Following redispersal of the starch (2~) in water~
two 50 ml samples of sludge having an initial solids content of 12% were then measured out. One was employed as a control.
To the second sample was added 0.5 ml of the redispersed 5~i hydrolyzed CaAlPO4 wheat starch (200 ppm).
After centrifugation of the two samples for 320 minutes, the following results were observed:
Control - 12% w/w/ - supernatent not clear (solids-1.4%) CaAlPO4 Starch - 28.1~ - w/w/ - supernatent clear (no solids).
EXAMPLE_3 A phosphate slime, (Swift Silver City, Florida) having a solids content of 2.66% 5w/w), and a pH of 6.34, was treated with the hydrolyzed starch of Example 1. For comparative purposes, two commercially available polyacryla-mide flocculants (Magnifloc 573C and 1820A, American Cyanamid Company) were also employed. The results of these runs are set forth below in Table 3.
Flocullant Solids Conc. after Ave. Viscosity SampleDosage (ppm) 3 ~ays Settlin~ ~Centipoise) Untreated- 10.09 2.4 Starch 100 10.57 3.3 Magnifioc 573A 100 7.79 4.8 Magnifloc 1820A 100 6.31 7.7 The supernatent was clear in all samples, both treated and untreated.
It will be seen from the above results that the starch was clearly superior in terms of the amounts of solids settled. The significance of the viscosity is b~st understood when it is noted that the low viscosity for the untreated * Trademark sample indicates that the solids are essentially dispersed, whereas the much higher viscosity for the polyacrylamide sample means that they are coagulated and thus will retain large amounts of water, whereas the viscosity of the wheat flocculated sample means that settling will not be signi-ficantly retarded, while at the same time it enables one to surcharge the settled mass with sand.
The principal components of the phosphate slime are as follows: carbonate-fluorapatite; quartz; montmorillo-nite; and attapulgiteO
Claims (18)
1. In the process for the destabilization of colloidal sludge suspensions containing clay minerals or metal oxides-hydroxides, by treatment of said suspensions with a flocculating amount of a flocculating reagent to substantially separate water from suspended solids, the improvement wherein the flocculating reagent is a hydrolyzed wheat starch obtained by the aqueous hydrolysis of the starch in the presence of metal salts.
2. The process according to Claim 1 wherein the sludge suspension is derived from bituminous tar sands mining operations.
3. The process according to Claim 1 wherein the sludge suspension is a phosphate slime obtained from phosphate mining operations.
4. The process according to Claim 1 wherein the hydrolyzed starch is calcium aluminum phosphate wheat starch.
5. The process according to Claim 4 wherein said calcium aluminum phosphate is formed in situ.
6. The process according to Claim 1 wherein the hydrolyzed starch is further treated with an enhancing amount of an additive comprising a lower aliphatic alcohol, acetone, yeast, or lactic acid prior to its application to the sludge suspension.
7. The process according to Claim 6 wherein the additive is an excess amount of alcohol and said excess alcohol is recovered and recycled to the treatment of additional hydrolyzed starch.
8. The process according to Claim 7 wherein the additive-treated hydrolyzed starch is dried to a water-redispersible solid.
9. The process according to Claim 1 wherein the sludge suspension is simultaneously treated with the hydrolyzed wheat starch and an enhancing amount of an additive comprising a lower aliphatic alcohol, aceton, yeast or lactic acid.
10. The process according to Claims 1, 2 or 3 wherein the concentration of flocculating reagent in the sludge suspension is controlled to provide at least 50 parts per million.
11. The process according to Claim 1 wherein cement is added to the sludge suspension.
12. The process according to Claim 11 wherein the amount of cement added is at least 3 pounds per 100 Imperial gallons of bituminous tar sands sludge containing 20% solids.
13. Hydrolyzed wheat starch obtained by the aqueous hydroylsis of starch in the presence of insoluble metal salts formed in situ.
14. The starch according to Claim 13 wherein the salt is a salt containing calcium, aluminum, and phosphate ions.
15. The starch according to Claim 13 wherein the salt is CaAlPO4.
16. A hydrolyzed wheat starch obtained by the aqueous hydrolysis of wheat starch in the presence of insoluble metal salts formed in situ and an additive comprising a lower aliphatic alcohol, acetone, yeast or lactic acid.
17. The search according to Claim 16 wherein the salt is CaAlPO4.
18. The starch of Claims 13, 14, or 15, wherein the aqueous hydrolyzed wheat starch is dried to form a water-redispersible solid.
Priority Applications (12)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA000308619A CA1121555A (en) | 1978-08-02 | 1978-08-02 | Destabilization of sludge with hydrolyzed starch flocculants |
US05/934,560 US4289540A (en) | 1978-01-30 | 1978-08-17 | Hydrolyzed starch-containing compositions |
IN789/CAL/79A IN153565B (en) | 1978-08-02 | 1979-07-30 | |
AU49406/79A AU535348B2 (en) | 1978-08-02 | 1979-07-31 | Hydrolyzed starch and use thereof as flocculant |
JP9741079A JPS5561904A (en) | 1978-08-02 | 1979-08-01 | Change of sludge into instability by starch coagulant hydrolyzed |
DE19792931278 DE2931278A1 (en) | 1978-08-02 | 1979-08-01 | METHOD FOR DE-STABILIZING COLLOIDAL SLUDGE SUSPENSIONS |
DE2954628A DE2954628C2 (en) | 1978-08-02 | 1979-08-01 | |
NL7905919A NL7905919A (en) | 1978-08-02 | 1979-08-01 | METHOD FOR DESTABILIZING COLLOIDAL SUSPENSIONS. |
GB7927035A GB2027684B (en) | 1978-08-02 | 1979-08-02 | Destabilisation of sludges with hydrolysed starch flocculants |
US06/145,296 US4330409A (en) | 1978-01-30 | 1980-05-01 | Destabilization of sludge with hydrolyzed starch flocculants |
IN537/CAL/82A IN153622B (en) | 1978-08-02 | 1982-05-13 | |
SG696/84A SG69684G (en) | 1978-08-02 | 1984-09-25 | Destabilisation of sludges with hydrolysed starch flocculants |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA000308619A CA1121555A (en) | 1978-08-02 | 1978-08-02 | Destabilization of sludge with hydrolyzed starch flocculants |
Publications (1)
Publication Number | Publication Date |
---|---|
CA1121555A true CA1121555A (en) | 1982-04-13 |
Family
ID=4112047
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA000308619A Expired CA1121555A (en) | 1978-01-30 | 1978-08-02 | Destabilization of sludge with hydrolyzed starch flocculants |
Country Status (8)
Country | Link |
---|---|
JP (1) | JPS5561904A (en) |
AU (1) | AU535348B2 (en) |
CA (1) | CA1121555A (en) |
DE (2) | DE2954628C2 (en) |
GB (1) | GB2027684B (en) |
IN (1) | IN153565B (en) |
NL (1) | NL7905919A (en) |
SG (1) | SG69684G (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4399038A (en) * | 1980-10-30 | 1983-08-16 | Suncor, Inc. | Method for dewatering the sludge layer of an industrial process tailings pond |
US4399039A (en) * | 1980-10-30 | 1983-08-16 | Suncor, Inc. | Treatment of tailings pond sludge |
US4414117A (en) | 1981-05-11 | 1983-11-08 | Suncor, Inc. | Decarbonation of tailings sludge to improve settling |
US5236598A (en) * | 1992-10-15 | 1993-08-17 | Calgon Corporation | Methods for removing solids from water-based paint systems |
WO2003004831A1 (en) * | 2001-07-02 | 2003-01-16 | Ciba Speciality Chemicals Water Treatments Limited | Oil sands separation process |
CN115894734B (en) * | 2022-12-02 | 2024-02-23 | 大连深蓝肽科技研发有限公司 | Method for extracting sea cucumber polysaccharide from sea cucumber cooking liquor with high efficiency and low pollution |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3977897A (en) | 1975-09-08 | 1976-08-31 | National Starch And Chemical Corporation | Process for preparing a non-chemically inhibited starch |
US4040862A (en) | 1976-07-02 | 1977-08-09 | Anheuser-Busch, Incorporated | Process for making a thermal converting starch by modification of oxidized starch with aluminum salts |
-
1978
- 1978-08-02 CA CA000308619A patent/CA1121555A/en not_active Expired
-
1979
- 1979-07-30 IN IN789/CAL/79A patent/IN153565B/en unknown
- 1979-07-31 AU AU49406/79A patent/AU535348B2/en not_active Ceased
- 1979-08-01 DE DE2954628A patent/DE2954628C2/de not_active Expired - Fee Related
- 1979-08-01 NL NL7905919A patent/NL7905919A/en not_active Application Discontinuation
- 1979-08-01 DE DE19792931278 patent/DE2931278A1/en active Granted
- 1979-08-01 JP JP9741079A patent/JPS5561904A/en active Granted
- 1979-08-02 GB GB7927035A patent/GB2027684B/en not_active Expired
-
1984
- 1984-09-25 SG SG696/84A patent/SG69684G/en unknown
Also Published As
Publication number | Publication date |
---|---|
DE2931278A1 (en) | 1980-02-28 |
GB2027684A (en) | 1980-02-27 |
JPS5561904A (en) | 1980-05-10 |
DE2954628C2 (en) | 1990-12-06 |
JPS626876B2 (en) | 1987-02-13 |
IN153565B (en) | 1984-07-28 |
NL7905919A (en) | 1980-02-05 |
AU535348B2 (en) | 1984-03-15 |
GB2027684B (en) | 1983-03-30 |
SG69684G (en) | 1985-03-15 |
DE2931278C2 (en) | 1989-05-18 |
AU4940679A (en) | 1980-02-07 |
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