Laboratory and Pilot Plant Programmes
				
				Figure 1: Paste tailings thickening trial (© Jon Engels)
                Pilot Tailings Thickening
                   Over recent years there has been an increased demand to run  pilot scale tailings trials either as part of metallurgy testing or on a  semi-industrial scale normally located at an existing mining operation. These  pilot plants are fundamentally focused on thickening trials to determine the  ability to increase the solids concentration of the tailings towards or beyond  paste while defining:
                   
                     - Full scale thickener type and sizing (high compression,  high rate, deep cone)
- Feedwell and underflow design (optimising inflow  and underflow draw)
- Feed dilution optimisation
- Optimum flocculant type and dosing rate
- Rake design and rotation speed
- Improved confidence in capital costs (number of  thickeners required and sizing)
- Improved confidence in operational costs (power  draw, flocculants, water consumption)
These larger pilot scale programmes normally follow from  benchtop sedimentation and thickening trials to determine the ‘potential’  limits of thickening a particular type of tailings. Quite often the results  from large scale pilot plants are different and provide an improved realistic  approach to defining thickening limitations for a full scale operation.
				   Occasionally there are contractual obligations with vendors  set out by mineral operators to ensure that any equipment performs as intended. Therefore it is in the interest of thickener vendors to promote pilot and demo  plant trials to reduce operational risk and define an installed system with  improved levels of confidence.
                    
				Types of Pilot Plants
                   There are several types of pilot plant testing considered in  tailings handling and storage facility design. These are summarised as follows:
					
                        
							- Pilot Thickening Trials:
									 - Limit  Testing – Onsite pilot thickener trials using a truck mounted or small  scale thickener (typically up to 5 tonnes per day) operating for a short period  of time, primarily to determine limitations of thickening an existing tailings  feed. These styles of trials are driven by thickener vendors to adopt high  rate, high compression or paste thickening technology.
- Design  Testing – A pilot thickener operating for a prolonged duration to determine  design parameters such as flocculation optimisation, dilution requirements,  feedwell design etc. These thickening trials are sometimes operated in  association with other processing plant design tests (e.g. cycloning and  separation of tailings feeds into two streams, screening and grinding  variations).
- Demo  Plant – A demo plant is usually a full scale thickener installed at an  existing mining operation and run in parallel to the existing thickening  trains. The demo plant could be a deep cone thickener producing high density  tailings that discharges into the same delivery system as the already installed  conventional thickeners (thus allowing dilution and prevention of associated  transportation issues). This demo thickener is effectively a full scale trial  for refinement of the future installed design for the specific properties of  the tailings feed while demonstrating functionality to a mineral operator. The  idea is that all thickeners will later be replaced with the demo plant design  to allow a mine to produce tailings at a higher concentration for the full  production throughput (sometimes a progressive changeover to reduce operational  risk).  
- Tailings Related Trials:
									 - Metallurgical  Trials – Tailings produced from metallurgical trials are usually of low  volume (particularly if core samples have been used). However, the volume can  be sufficient for laboratory based testing and can provide a good indication to  behavioural properties of the tailings for larger pilot scale development or  feasibility design of a tailings storage facility. Beach slope prediction tests  (non-laboratory) can be performed if the metallurgical tests produce a sufficient  volume of testing. However, some of the key laboratory trials conducted from  metallurgical derived tailings are:
									   
										 - Classification (e.g. PSD, SG (liquor and  solids), Atterbergs).
- Sedimentation and air drying. 
- Permeability and consolidation testing.
- Benchtop thickener testing (e.g. Superflo or Vietti).
- Flocculant characterisation and dosing.
 
- Tailings Pilot  Plant – A purpose built pilot plant to assess thickening, transportation  and deposition of tailings, normally for a range of solids concentrations.  These plants vary in scale but normally incorporate a small pipe loop and a  discharge flume to predict beach slope values. Large pilot plants (such as the  70 tpd CODELCO thickened tailings pilot plant) considered three different beach  slope prediction methods, two large pipe loops and a large deep cone pilot  thickener to determine design parameters for HDTT storage design.
 
					  
					  Figure 2: CODELCO Thickened Tailings Pilot Plant (taken from Engels et al, 2012)
                Parallel Testing Programmes
					   The advantage to a pilot thickening trial is that parallel  tests associated with transportation and deposition of tailings can be  conducted relatively easily. A pilot or demo thickener is producing tailings at  a range of concentrations that are being considered for the full scale  operation through optimisation of the trial thickener. These tailings can be  considered for other testing such as:
					
                        
							- Laboratory Trials
									 - Basic classification and characterisation tests can be performed for a range of solids concentrations and easily rerun based on thickener optimisation during the course of the trial (e.g. different flocculant doses, shearing effects).
- Transportation Characterisation
									 - Pipe loop(s) can be developed to assess the  transportation behaviour of the tailings for varied concentrations. For  example, head losses associated with the pumping of the tailings from the full scale  thickener(s) to the points of discharge within the final tailings storage area  can be determined. Recommendations regarding limitations of pumping (e.g.  conventional centrifugal pumps), power costs, system capital expenditure and system  design can be made.
- Beach Slope Characterisation
									 - The incorporation of beach slope prediction  flumes, such as those of Gordon McPhail and ATC Williams. Flumes can be  constructed next to the thickener and be programmed to receive tailings at a  range of flow rates either directly from the thickener underflow feed or better  from an intermediate holding tank.
- Deposition  Characterisation
									 - The incorporation of trial cells such as those designed  by Jon Engels to determine variations in water recovery (supernatant and  underdrainage), drying time, in situ density with time, pore pressures and how  these behaviours are influenced by deposition layer thicknesses. These tests  can assist to optimise tailings facility design and disposal operation to  maximise water recovery.
 
						
                Tailings Stream Separation 
                Introduction
					   With the requirement to reduce water consumption, some mines  are looking at alternatives to maximise water recuperation from the tailings  stream. Although paste and dry stacking essentially achieves this goal through thickening  and filtration, the tailings properties themselves may physically limit the  higher solids concentrations obtainable (e.g. thickener limitation, blinding of  filter cloths with fines). For thickening, this can be determined through the  thickener Limit Testing programmes as mentioned previously. However, now there  is a trend where separation of a single tailings stream into two may recover  more water, thus changing the properties (and volume) of the tailings that are  later thickened or filtered, or a combination of both.
                Hydrocyclones
					   Traditionally hydrocyclones were integrated in tailings  storage design to separate a single tailings stream to provide a coarse  fraction of tailings to use as an embankment construction material, with the  fines deposited within the containment area. This is still frequently practiced  for conventional tailings storage utilising the crest cyclone or the hydraulic cell  construction technique.
					   In recent times, the use of hydrocyclones has been considered  in an effort to optimise thickening of tailings to higher solids concentrations.  For example, the coarse fraction (underflow) produced by a series of  hydrocyclones may have a high solids concentration beyond that feasible to be transported  hydraulically. The natural low fines content of this coarse product therefore  makes filtration attractive to recover more water and allow deposition in a dry  stack style tailings storage facility. The overflow (fines) from the cyclones  (the solids volume of which is usually less than the underflow produced) is  therefore thickened to a high density and deposited in a containment facility. A  further option is to recombine the coarse and thickened fines as a single  tailings stream to be hydraulically or mechanically transported to the final  storage area. These processes sound feasible, but many mineral operators and  tailings designers need to consider the following:
                   
                     - Hydrocyclones require high amounts of dilution  to operate effectively. This water has to be managed and piped to the  hydrocyclone banks. It is unlikely to be a closed loop direct from any  thickener due to losses in the tailings (i.e. make-up water required).
- High feed pressures (around 20 PSI) are required  to operate hydrocyclones effectively (i.e. booster pumps required). This  increases operational costs.
- Variability in underflow and overflow production  volumes (normally influenced by variations in feed pressures and inner cyclone  wear).
- A two stage cycloning process maybe required  where the underflow from the first stage may require additional dilution and  further cycloning to obtain a manageable underflow product (i.e. low fines  content).
- Two tailings streams require handling and  transportation:
                     
                       - Coarse (underflow) - To be filtered (if  necessary) and transported to a final storage area, or recombined with the  thickened fines. 
- Fines (overflow) - To be thickened and pumped to  a final storage area (with or without the coarse fraction added).
 
- Additional costs:
                     
                       - Installation and operation of hydrocyclones.
- Additional pumps to increase feed pressures to  the hydrocyclones (as well as return dilution water pumps).
- Additional pipework and tanks for dilution  requirements (including potential make-up water requirements).
- Design, construction and operation of two  tailings storage areas (if necessary)
 
Some of the benefits of tailings stream separation are as  follows:
					   
						 - The entire tailings stream may not require  thickening (generally only the fines fraction) leading to a reduced reliance on  thickening technology to recover water from the tailings. Also the number of  thickeners will reduce.
- Higher solids concentrations could be produced  by the thickeners when utilising a narrower banded granular distribution of  tailings.
- Combining a filtered (or unfiltered) coarse  product (underflow) from the hydrocyclones with the thickened fines may produce  an overall higher solids concentration of tailings than what could be produced  via limited thickening of the single tailings stream.
A detailed trade-off study investigating the feasibility of  separation for a particular tailings type together with a series of handling  options should be conducted. Any potential increase in water recovery needs to  be assessed on a cost basis together with the associated capital and  operational expenditure of operating hydrocyclones. Another important  consideration is the risk associated with complicating an easier manageable  single stream tailings discharge system. 
					  
					  Figure 3: Hydrocyclone house for separating a tailings feed using the Re-Cyclone© hydrocyclones (right) (courtesy of Weir Minerals)
                Feasibility and Testing Programmes
					   Based on the idea of separating the feeds, the first step is  to determine the hydrocyclone splits. This can be achieved through computer  modelling knowing a few basic parameters of the associated tailings, and later  through metallurgical trials or an onsite pilot testing programme. These  testing programmes can be integrated as part of any tailings pilot plant to  improve the confidence that splitting the tailings into two streams may recover  more water and reduce the reliance on thickening the full throughput of the  processing plant.
                Closing Comments
					   The design of a pilot plant can be complex with an  expectation from a mineral operator that the plant will operate as intended  once construction has been completed. The reality is that it is a “pilot” and  modifications need to be made to be able to operate the plant effectively and efficiently  whilst being able to measure intended design/operational parameters easily and  with a high degree of confidence. Tailings design consultants and mineral operators should consider  a wide range of tests as part of any pilot plant design. For example, a pilot  thickener trial that is focused on determining thickening limitations of a feed  can easily incorporate flumes to assess beach slope variations using the  underflow feed from the thickener. For a large thickener demo plant, a series  of small hydrocyclones could be incorporated to assess the variations in  thickener performance for different tailings gradings. The coarse fraction  could be used in filtration trials or in a pipe loop (with thickened slimes) to  determine the transportability of the two independent waste streams generated. The  list goes on…