SMART DOG MINING It takes a smart dog to find hidden treasures An Introduction to Predicting Coal Preparation Plant Performance There are several tools available for modeling coal preparation plant performance. And they all do a good job, but it is helpful to understand the basic principles to understand what the results mean. The following is a brief overview of how I perform process simulation on a coal cleaning circuit. This process was used for performing analysis of coal preparation circuits in Alberta, British Columbia, China, Illinois, India, Ohio, Pennsylvania, Utah, and West Virginia. Several of these were comparing actual plant performance to a predicted performance both past, present, and future. Others were used to model a new circuit during engineering and design. The work is based on the fact that gravity based processes can be simulated mathematically with three pieces of information. Two of the pieces required to predict the clean coal yield and quality are washability or sink-float tests on the coal and partition curves for the various gravity cleaning devices. COAL WASHABILITY The washability of a coal is determined by sink-float testing. The test is performed by placing a sample of coal in progressively heavier specific gravity baths and scooping off the material that floats. This test shows how the quality and yield of the coal varies as the specific gravity changes. The data shows how one coal would separate at various specific gravities. The cumulative float at any float specific gravity is what a "perfect" (theoretical) specific gravity separation would produce in the way of clean coal yield and quality, with the cumulative sink being the refuse from the perfect separation. This test result will be used as the example for this manual. A typical washability data is shown in Table 1. In general the information in the yellow highlighted sections comes from the analysis f the test data. Other analysis information such as volatile matter or fixed carbon can also be used. This is typical of a steam coal analysis from North America.
Table 1 Example Washability Data To use enter the re in the highlighted cells The information below is taken from a feasibility study performed on a potential coal mine in Canada. It has been modified from the original. It is included as reference data. Canadia Coal Project Top Bottom % Wt Ave 100.00 9.50 46.90 30.82 Float Sink Direct % Wt % Ash % S % Wt % Ash % S Sink Float % Wt % Ash % S 16.52 3.65 1.01 100.00 18.44 1.54 1.30 16.52 3.65 1.01 45.77 5.02 1.05 83.48 21.36 1.65 1.30 1.35 29.25 5.80 1.08 64.02 6.41 1.05 54.23 29.76 1.96 1.35 1.40 18.25 9.90 1.04 72.31 7.48 1.09 35.98 39.83 2.42 1.40 1.45 8.29 15.67 1.40 77.13 8.34 1.14 27.69 47.07 2.73 1.45 1.50 4.82 21.32 1.86 80.38 8.99 1.17 22.87 52.49 2.91 1.50 1.55 3.25 24.45 1.98 83.25 9.64 1.21 19.62 57.14 3.07 1.55 1.60 2.87 27.92 2.37 86.99 10.65 1.28 16.75 62.15 3.19 1.60 1.70 3.74 33.08 2.65 89.23 11.40 1.32 13.01 70.50 3.34 1.70 1.80 2.24 40.49 2.99 90.20 11.79 1.34 10.77 76.74 3.41 1.80 1.90 0.97 47.39 3.36 100.00 18.44 1.54 9.80 79.65 3.42 1.90 9.80 79.65 3.42 100.00 Top Bottom % Wt Ave 9.50 0.50 36.20 2.18 Float Sink Direct % Wt % Ash % S % Wt % Ash % S Sink Float % Wt % Ash % S 26.00 2.33 0.94 100.00 22.18 1.28 1.30 26.00 2.33 0.94 48.57 3.81 0.90 74.00 29.15 1.40 1.30 1.35 22.57 5.51 0.86 61.91 4.84 0.90 51.43 39.53 1.64 1.35 1.40 13.34 8.61 0.88 69.83 5.75 0.91 38.09 50.36 1.90 1.40 1.45 7.92 12.86 1.00 73.26 6.31 0.93 30.17 60.20 2.14 1.45 1.50 3.43 17.57 1.29 75.84 6.84 0.94 26.74 65.67 2.24 1.50 1.55 2.58 22.01 1.43 77.45 7.32 0.96 24.16 70.34 2.33 1.55 1.60 1.61 29.93 1.75 79.51 7.99 0.99 22.55 73.22 2.37 1.60 1.70 2.06 33.13 1.96 80.88 8.54 1.01 20.49 77.25 2.41 1.70 1.80 1.37 40.72 2.22 81.94 9.06 1.03 19.12 79.87 2.43 1.80 1.90 1.06 48.85 2.40 100.00 22.18 1.28 18.06 81.69 2.43 1.90 18.06 81.69 2.43 100.00 Top Bottom % Wt Ave 0.50 0.15 7.60 0.27 Float Sink Direct % Wt % Ash % S % Wt % Ash % S Sink Float % Wt % Ash % S 32.30 1.90 0.91 100.00 20.94 1.35 1.30 32.30 1.90 0.91 48.80 2.83 0.90 67.70 30.03 1.56 1.30 1.35 16.50 4.65 0.89 59.78 3.59 0.89 51.20 38.20 1.77 1.35 1.40 10.98 6.98 0.85 66.90 4.26 0.90 40.22 46.73 2.02 1.40 1.45 7.12 9.84 0.97 71.58 4.85 0.90 33.10 54.66 2.25 1.45 1.50 4.68 13.28 0.87 74.75 5.39 0.91 28.42 61.48 2.47 1.50 1.55 3.17 17.59 1.06 76.78 5.83 0.92 25.25 66.98 2.65 1.55 1.60 2.03 22.31 1.26 78.83 6.44 0.93 23.22 70.89 2.77 1.60 1.70 2.05 28.96 1.60 80.28 6.99 0.95 21.17 74.95 2.89 1.70 1.80 1.45 37.28 1.92 81.32 7.52 0.97 19.72 77.72 2.96 1.80 1.90 1.04 48.28 2.18 100.00 20.94 1.35 18.68 79.36 3.00 1.90 18.68 79.36 3.00 100.00 Top Bottom % Wt Ave 0.15 0.00 9.30
With the washability data and information about the preparation plant equipment the performance can be predicted with a fairly good accuracy. The information needed on the equipment is the partition curves. PARTITION CURVE Each type of washing equipment has its own characteristic performance curve, commonly referred to as a partition (distribution) curve. They are also known as Tromp curves from the work of Klaas F. Tromp from the Dutch State Mines Organization. Typical curves are shown in Figure 1. The term "partition" derives from the fact that the equipment separates or "partitions" the coal into two fractions, plus or minus the specific gravity of separation. Each curve is substantially independent of the density distribution of the coal being washed. The curve is dependent upon the size distribution of the feed coal. Figure 1 Typical Partition Curves
There are two basic philosophies in dealing with the effect of different size feeds. One philosophy requires a unique partition curve for each size feed and each separating gravity. This procedure becomes very cumbersome and requires a large file of curves. A new or changed feed size requires the development of a new curve or access to one in storage. This is the procedure first developed by the USBM and continued by the DOE, which have proceeded to sample and test various plants and process equipment, and publish the results. The second philosophy is based upon the work of the Dutch State Mines organization which specifies that each family of curves can be reduced to a single curve that defines the effects at low and high gravities. This curve can then be modified to any feed by adjusting the slope of the center section. This is generally referred to as a normalized curve and is based on +/- X specific gravity units from a separating point, referenced as zero. This second method is the method I and many others in the coal industry use. As such, we have a set of partition curves for different types of processing equipment, and adjustment factors (called Ep's) for the center sections. Ep is an abbreviation for Ecart Probable Error (or sometimes moen) and is a measure of the precision of separation. It is defined as the specific gravity at which 25% of the feed reports to clean coal (D25), minus the specific gravity at which 75% reports to clean coal (D75), all divided by 2, or: Ep = (D25 - D75)/ 2 A low Ep (.02) indicates a very precise separation, and a high Ep (.20) indicates a very inefficient separation. Other factors such as error area, imperfection, and Tromp area are, and have been, used by various preparation engineers. From results experienced in the field, and comparing theoretical to actual plant performance, some adjustments to this method of Ep have been developed and a unique Ep calculation is done for each equipment based on some adjustment factors. Ep =F1*F2*(F3*SG-F4)
Where: F1: Where F1 is calculated from the separating SG and the Ave Size Where Ave Size uses Ave = e ((ln(top)+ln(bot))/2) F2: Prediction or guarantee, 1.0 if predicting performance, 1.25 if guaranteeing performance F3: empirical factors determined by testing and unique for each equipment (generally) F4: empirical factors determined by testing and unique for each equipment (generally) The raw data I use was taken from old notes, then a regression analysis was performed to fit a curve to the data to determine general characteristics. This was then used to calculate curves for each device based on separating gravity and assumed Ep. This curve is then used to calculate a unique curve from the input data. Regression analysis was also performed on the impact of average grain size to refine the F1 value. The following pages present information for major equipment types commonly found in coal preparation plants. The attached spreadsheet ( SDM Process Sim) shows this data in use with the typical washability presented above. Using this information and assuming a dense media vessel for the coarse and a water-only cyclone circuit for the fines the results are Dense Media Vessel Sep.Gr. % Wt % Ash % S 1.55 Predicted 78.70 8.67 1.16 Theoretical 80.38 8.99 1.17 Water-only Cyclone (2 Stage sink reclean) % Wt % Ash % S 1.70 Predicted 69.66 8.77 1.01 Theoretical 81.87 8.39 1.00 Plant % Wt % Ash % S Predicted 67.42 8.71 1.09 Theoretical 73.56 8.69 1.08
PROCESS EQUIPMNENT Baum Jig Figure 2 shows normalized partition curves for a heavy media vessel at increasing separating Figure 2: Normaized Baum Jig Partition Curve Head: y = 0.0118x 3 + 0.1364x 2 + 0.5221x + 0.6656 Middle: y = 0.2455x + 0.5032 Tail: y = 0.0043x 3-0.0606x 2 + 0.2896x + 0.5174 Using these functions and the following unique values for Baum jigs: F1: y = 0.0002x 2-0.0243x + 1.2129 F3: 0.11 F4: 0.01
Fine Coal (Batac) Jig Figure 3 shows normalized partition curves for a heavy media vessel at increasing separating Figure 3: Normaized Baum Jig Partition Curve Head: y = 0.0007x 3 + 0.015x 2 + 0.1185x + 0.3482 Middle: y = 0.25x + 0.5 Tail: y = 0.0051x 3-0.064x 2 + 0.2935x + 0.512 Using these functions and the following unique values for Fine Coal (Batac) jigs: F1: y = 0.0013x 2-0.063x + 1.513 F3: 0.114 F4: 0.1
Mineral (Diaphragm) Jig Figure 4 shows normalized partition curves for a heavy media vessel at increasing separating Figure 4: Normaized Baum Jig Partition Curve Head: y = 0.0118x 3 + 0.1364x 2 + 0.5221x + 0.6656 Middle: y = 0.2455x + 0.5032 Tail: y = 0.0043x 3-0.0606x 2 + 0.2896x + 0.5174 Using these functions and the following unique values for Mineral (Diaphragm) jigs: F1: y = 0.0013x 2-0.063x + 1.513 F3: 0.11 F4: 0.1
Dense Medium Vessels Figure 5 shows normalized partition curves for a heavy media vessel at increasing separating Figure 5 Normalized Dense Media Vessel Partition curve Head: y = 0.0002x 5 + 0.0042x 4 + 0.0436x 3 + 0.2231x 2 + 0.5784x + 0.645 Middle: y = 0.25x + 0.5 Tail: y = -0.002x 5 + 0.0236x 4-0.0779x 3-0.0265x 2 + 0.5319x + 0.2983 Using these functions and the following unique values for dense media vessels: F1: y = 3.7425x -0.4676 F3: 0.047 F4: 0.05
Dense Medium Cyclones Figure 6 shows normalized partition curves for a heavy media vessel at increasing separating Figure 6 Normalized Dense Media Cyclone Partition curve Head: y = 1E-05x 6 + 0.0005x 5 + 0.0082x 4 + 0.0685x 3 + 0.3092x 2 + 0.7224x + 0.7231 Middle: y = 0.25x + 0.5 Tail: y = 0.0004x 5-0.0091x 4 + 0.0882x 3-0.4074x 2 + 0.9152x + 0.1633 Using these functions and the following unique values for dense media cyclones: F1: y = -0.0028x 3 + 0.0598x 2-0.3723x + 1.5081 F3: 0.37 F4: 0.15
Water-only Cyclone Figure 7 shows normalized partition curves for a heavy media vessel at increasing separating Figure 7 Normalized Water-only Cyclone Partition curve Head: y = 0.0051x 3 + 0.0645x 2 + 0.2954x + 0.5026 Middle: y = -0.0068x 3 + 0.0265x 2 + 0.2646x + 0.4971 Tail: y = 0.0062x 3-0.0745x 2 + 0.3301x + 0.5125 Using these functions and the following unique values for water-only cyclones: F1: y = -0.142Ln(x) + 0.8912 F3: 0.33 F4: 0.31
Tables Figure 6 shows normalized partition curves for a heavy media vessel at increasing separating Figure 6 Normalized Dense Media Cyclone Partition curve Head: y = 3E-06x 6 + 0.0001x 5 + 0.0018x 4 + 0.0147x 3 + 0.0651x 2 + 0.1498x + 0.347 Middle: y = 0.25x + 0.5 Tail: y = 0.0004x 3-0.0109x 2 + 0 0.095x + 0.6813 Using these functions and the following unique values for concentrating tables: F1: y = -0.0983Ln(x) + 1.1566 F3: 0.25 F4: 0.08
Spirals Figure 6 shows normalized partition curves for a heavy media vessel at increasing separating Figure 6 Normalized Spiral Concentrator Partition curve Head: y = 3E-06x 6 + 0.0001x 5 + 0.0018x 4 + 0.0147x 3 + 0.0651x 2 + 0.1498x + 0.347 Middle: y = 0.25x + 0.5 Tail: y = 0.0004x 3-0.0109x 2 + 0.095x + 0.6813 Using these functions and the following unique values for dense media vessels: F1: y = -0.0983Ln(x) + 1.1566 F3: 0.25 F4: 0.08