Embodiments disclosed herein relate to the treatment of fluid fine tailings, such as produced as a result of oil sand processing, and more particularly, to the treatment of thickened tailings.
Bitumen recovery from surface mined oil sand commences with the mining operation, in which large shovels sequentially excavate surface soils, overburden and the oil sand deposit. Mined oil sand material is typically hauled by trucks for further processing. Separate management of the soil and overburden is important for future reclamation activities. The oil sand itself may contain low grade bands of unprocessable interburden which is also handled separately.
Mined oil sand is trucked to an ore preparation plant (OPP) where mined oil sand is crushed and further comminuted with the addition of hot water to generate a slurry. If warranted, chemicals to enhance bitumen recovery are added. The slurry is then pipelined to an extraction plant for processing, typically through a series of settling and flotation vessels where bitumen-rich froth is extracted from the bulk of the water and the solids in the slurry. The water, coarse solids and fine solids discharged from the extraction plant form large volumes of liquid tailings, typically comprising the fine solids having a diameter less than about 44 microns, and solid tailings, typically comprising the coarse solids having a diameter greater than about 44 microns. The bitumen-rich froth is further processed in a froth treatment plant to produce a final bitumen product and a smaller, froth treatment tailings stream comprising primarily fine solids and water. Conventional handling and disposal of the accumulations of fluid fine tailings from extraction and froth treatment presents great challenges with respect to reclamation.
As a consequence, the Energy Resources Conservation Board (ERCB) of Alberta, Canada, issued Directive 074, “Tailings Performance Criteria and Requirements for Oil Sands Mining Schemes” in 2009. The directive establishes stringent criteria for the reduction of fluid tailings and the formation of trafficable deposits, and stipulates a comprehensive protocol for reporting the performance of fine tailings deposits. In summary, Directive 074 requires that 50% of the fines in the processed oil sand ore feed be captured immediately in designated disposal areas (DDAs). Further, the fines deposited in the DDAs must achieve a minimum undrained shear strength of 5 kilopascals (kPa) in the materials deposited in the previous year and be ready for reclamation within 5 years after active deposition has ceased by ensuring that a trafficable surface layer of the deposit has a minimum undrained shear strength of 10 kPa.
Applicant is aware that others have utilized flocculants to attempt to improve the rheology and dewatering capability of mature fine tailings (MFT) such as found in tailings ponds. MFT differ significantly from thickened tailings (TT) in many ways, one of which is that the sand-to-fine ratio (SFR) of MFT is significantly lower, being less than about 0.1.
Clearly there is interest in the industry to develop more efficient and effective means of disposal of fine tailings and particularly with respect to the objectives of reclamation within established timelines.
A method and system for treatment and disposal of fluid fine tailings comprises two stages of thickening. The first stage of thickening using an amount of flocculant added prior to a conventional thickener to result in a pumpable thickened tailings underflow which can be transported towards the disposal site using conventional pumping equipment. In the second stage of thickening, at a point adjacent the disposal area, an amount of a second flocculant is added which results in a thickened tailings which when deposited is suitable for meeting or exceeding the Directive 074 requirements.
In a first broad aspect, a method for treating and disposing of fluid fine tailings having a sand-to-fine solids ratio (SFR) between about 0.5 to about 1.3 comprises, in a first stage of thickening, adding an amount of a first flocculant to the fluid fine tailings for forming a thickener feedstream. The thickener feedstream is fed to at least one thickener for producing a pumpable, first thickened tailings underflow. The first thickened tailings underflow is pumped to flow in a pipeline toward at least one disposal area. In a second stage of thickening, an amount of a second flocculant is added to the first thickened tailings underflow flowing through the pipeline for producing a secondary thickened tailings underflow for disposal at the at least one disposal area.
The pumpable thickened tailings underflow has a solids content from about 20 wt % to about 40 wt % and a yield stress of less than 20 Pa, suitable for pumping using conventional centrifugal pumps. Following the addition of the second flocculant and transport to the disposal area, the secondary thickened tailings underflow achieves a solids content of at least about 50 wt % at the disposal area at least one day after depositing.
Alternatively, a paste thickener, positioned adjacent the disposal area, receives the secondary thickened tailings underflow for thickening to a solids contenct of about 65 wt % for direct depositing at the disposal area.
In another broad aspect, a system for treatment and disposal of fluid fine tailings having a sand-to-fine solids ratio (SFR) between about 0.5 to about 1.3 comprises: in a first stage of thickening, at least one thickener for receiving flocculated fluid fine tailings, an amount of a first flocculant having been added to the fluid fine tailings for producing a pumpable first thickened tailings underflow. A pipeline connects between the at least one thickener and at least one disposal area. One or more pumps pump the pumpable first thickened tailings underflow to flow through the pipeline from the at least one thickener to the at least one disposal site. In a second stage of thickening, an amount of a second flocculant is added to the pumpable first thickened tailings underflow at a point of addition in the pipeline adjacent the at least one disposal site for producing a secondary thickened tailings underflow. The amount of the second flocculant causes the secondary thickened tailings underflow, when deposited at the at least one disposal area, to dewater and further thicken to a solids content therein of at least about 50 wt % or greater after about one day following depositing.
In an embodiment, the system further comprises a paste thickener positioned adjacent the disposal area for receiving the secondary thickened tailings for further thickening to a solids content of about 65 wt % for depositing at the disposal site.
Generally, thickeners are known for use in the treatment of fluid fine tailings streams, such as fluid fine tailings resulting from froth flotation. Use of thickeners however presents challenges with respect to reliable transport of the underflow therefrom depending upon the solids content therein.
Applicant's early considerations for meeting Directive 074 initially contemplated utilizing high rate thickeners, shear thinning, specialized pumping equipment and upstream screening apparatus. Applicant has provided an example of such a proposed system in
Having reference to
The fluid fine tailings 12 were to be first screened using upstream screening apparatus 20, to remove particles which were greater than about 6 mm so as to minimize damage to a plurality of downstream, positive displacement pumps 22, such as diaphragm pumps, operated in parallel, which were to be utilized to pump the thickener underflow 16 to at least one dedicated disposal area (DDA) 24. In many cases, the at least one DDA 24 could be a significant distance, for example about 7 to 10 kilometers, from the site of the thickener 14.
Analysis suggested the screened and thickened tailings underflow 16, having the about 50 wt % solids content, would typically have a yield stress of about 80-100 Pa and would be substantially unpumpable for at least the long distance to the at least one DDA 24. The underflow 16 therefore would have to be subjected to a shearing system, such as a shear thinning loop 26 having a tank 28 and at least one shear pump 30, to reduce the yield stress to less than about 20 Pa to permit pumping of the underflow to the at least one DDA 24.
As shown in
As one of skill in the art will appreciate, having reference to
Any increases in flocculant dosage to the thickener feed, over and above the design dosage, may result in an underflow having a significantly increased yield stress.
With the requirement for specialized thickeners, and a plurality of diaphragm pumps and upstream screening apparatus and where the at least one DDA is located several kilometers from the thickener, the capital expenditure of such a proposed system is found to be high and the overall footprint is large.
Embodiments of an alternate fluid fine tailings thickening system, disclosed herein, overcome the deficiencies of the prior art and Applicant's own earlier proposed system. Such embodiments are capable of producing a thickened tailings underflow for deposition in at least one dedicated disposal area (DDA) suitable for meeting the Directive 074 guidelines without the need for high rate thickeners, shear thinning, specialized pumping equipment and upstream screening apparatus.
Having reference to
In a first stage of thickening A, in an embodiment of the two-stage flocculation system 40, an amount of a first flocculant F1 is added to process-conditioned conditioned fluid fine tailings 12 for forming a thickener feed 42, being the flocculated fluid fine tailings 12. The first flocculant F1 controls the rheology of the thickener feed 42 for delivery to one or more conventional thickeners 44 for dewatering therein. The first thickened tailings underflow 46A from the one or more conventional thickeners 44 is controlled to a solids content of about 20 wt % to about 40 wt % and a yield strength of less than about 20 Pa (see
In order to achieve appropriate dewatering and consolidation of the tailings at the at least one DDA 24, such as to achieve the Directive 074 objectives, a second stage of thickening B is performed. An amount of a second flocculant F2 is added to the first thickened tailings underflow 46A so as to increase the solids content of the first thickened tailings underflow 46A producing a secondary thickened tailings underflow 46B wherein the solids content is increased from the about 20 wt % to about 40 wt % solids content to a solids content of about 50 wt % or greater, about 1 day after deposition of the secondary thickened tailings underflow 46B at the at least one DDA 24.
The second flocculant F2 is added to the first thickened tailings underflow 46A flowing in the pipeline 50. In an embodiment, the second flocculant F2 is added to the first thickened tailings underflow 46A at a point P adjacent the at least one DDA 24, typically at about 100 meters, and possibly about a few hundred meters, away from the at least one DDA 24. A mixer 52 can be installed in a terminal portion 54 of the pipeline 50 following the point of addition P of the second flocculant F2 to ensure thorough mixing of the second flocculant F2 with the flowing first thickened tailings underflow 46A for forming the secondary thickened tailings underflow 46B.
In an embodiment, a length and a diameter of the terminal section 54 of pipeline 50 are adjusted to control residence time and turbulence of the secondary thickened tailings underflow 46B therein so as to effectively flocculate and achieve the desired rheology.
In an embodiment, the first and second flocculants F1,F2 added in the first and second stages of thickening A,B are conventional flocculants including blends of flocculants and can be anionic or cationic flocculants. The first flocculant F1 added in the first stage of thickening can be the same flocculant as the second flocculant added in the second stage of thickening. Alternatively, the first flocculant can be a different flocculant than the second flocculant. As one of skill in the art will understand, adjustment of the pH may or may not be required, depending upon at least the type of flocculants selected.
In embodiments, the flocculants are charged polyacrylamides. One such charged polyacrylamide is a high molecular weight polyacrylamide-sodium polyacrylate co-polymer with a charge density between 20% and 60%. The polyacrymide-sodium polyacrylate co-polymer may be linear or branched.
Flocculants can be a blend of flocculants, typically a blend of low molecular weight flocculants and high molecular weight flocculants. In an embodiment, the flocculants have a molecular weight of between about 5 million and about 30 million.
In one embodiment, the first and second flocculants F1,F2 are the same anionic flocculant, such as SNF 3338, available from SNF Energy Services Inc. of Edmonton, Alberta, Canada or can be a mixture of anionic flocculants SNF3338 and AF309 for both the first and second flocculants F1,F2. The flocculant AF309 is also available from SNF Energy Services Inc. Applicant believes that conventional wisdom would dictate that the sum of the amounts of the first second flocculants F1,F2 would be significantly greater than that required if one were to do a single stage flocculation to achieve the 50 wt % or greater solids content. Further, it was thought that shear thinning caused by the pumping of the first thickened tailings underflow 46A through the centrifugal pumps 48 would substantially destroy the floc formed in the first stage of thickening A and therefore dictate a very high dosage of the second flocculant F2 in the second stage of thickening B to rebuild the floc.
Applicant has determined that this is not the case and the overall amount of the flocculant F1,F2, and thus the overall cost, is similar to that required for a single stage flocculation, as is understood by one of skill in the art.
The amount of the first flocculant F1 generally depends upon the clay content of the fluid fine tailings feed stream 12 and the desired solids content of the first stage thickener underflow 46A. If the clay content is higher, additional first flocculant F1 is required. Similarly, the higher the solids content is designed to be in the first stage thickener underflow 46A, the more of the second flocculant F2 is required for forming the second stage, secondary underflow 46B. By way of example, in embodiments, where the SFR of the initial feed is about 0.8, Applicant believes that dosage rates of about 100 g/t to 150 g/t for the first flocculant F1 and about 50 g/t to 100 g/t for the second flocculant F2 may be sufficient to achieve the 50 wt % solids content or greater in the secondary thickened tailings underflow 46B for deposition at the at least one DDA 24.
In an alternate embodiment, as shown in
Pilot studies were performed using two separate batches of fluid fine tailings feed 12. The solids content of the first thickened tailings underflow 46A as feed to the second stage, mixing and methods of handling the second stage of thickening B, whether depositing the secondary tailings underflow 46B by beaching at the DDA 24 or by using a paste thickener 60 prior to direct depositing of the secondary tailings underflow 46B, were altered between tests.
A series of seven tests were performed using the first and second stage of thickening A,B followed by deposition on a flume to simulate beach disposal at a DDA 24. A single test was performed using a paste thickener 60 following the addition of the second flocculant F2.
The results, tabulated in
This application claims the benefit of U.S. Provisional Patent application Ser. No. 61/731,601, filed Nov. 30, 2012, the entirety of which is incorporated herein by reference.
Number | Date | Country | |
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61731601 | Nov 2012 | US |