2. Determine the critical heights and label on the graph. For given slurry heights of Z (1-6) of: 0.15, 0.14,0.13,0.12,0.11 and 0.10 m and given the initial slurry concentration: a. Determine slurry concentrations, C (1-6) (kg/m), for each of the six slurry heights. b. Determine the t (1-6) and the Zi (1-6) values for the six Z (1-6) values. ) c. Determine the settling velocity, V (1-6) (m/s) for each of the six slurry heights. 3. Plot C (kg/m) versus t for each set of data on the same graph. 4. Plot v (m/s) versus t. for each set of data on the same graph. 5. Plot settling velocity vs concentration for the six data points for each slurry on the same graph. 6. Compare and discuss the results for the concentrations used. 30 kg/m3 50 kg/m^3 time, min interface height, cm time, minIterface height, cm 0 1 40 kg/m^3 Iterface time min height, cm 0 36.5 1 35.3 2 33.7 3 32.3 4 31 5 29.7 6 7 27.1 8 25.8 9 24.2 2 3 4 5 6 7 35.7 34.9 34.1 33.2 32.4 31.6 30.9 30.2 29.5 28.8 28.1 26.8 28.5 8 9 23.1 10 12 14 10 12 14 25.5 16 18 16 18 20 22 20 22 24 26 0 1 2 3 4 5 6 7 8 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 $4 35.7 34 32 30.1 28.5 26.5 24.8 22.8 21 19.2 17.1 14.2 11.6 9.9 8.8 8 7.3 6.7 6.2 5.8 5.4 5 4.8 4.6 4.5 4.4 4.25 4.15 4.1 4.05 4 3.95 3.9 3.85 3.8 3.75 3.7 3.65 28 30 32 34 21.1 18.9 17 15.5 14.3 13.4 12.6 11.8 11.1 10.4 9.8 9.2 8.7 8.2 7.8 7.5 7.2 6.8 6.5 6.4 6.2 6.1 5.95 5.85 5.75 5.65 5.55 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 36 38 40 45 50 24.3 23.1 22 20.9 20 19.1 18.3 17.5 16.9 16.2 15.6 15 14.3 12.7 11.5 10.3 9.4 8.5 7.9 7.5 7.2 7 6.8 6.65 6.55 55 60 | 65 70 75 80 85 90 95 100 66 68 70 72 74 76 78 80 82 84 86 88 90 100 110 120 130 140 150 160 170 180 3.6 3.55 3.5 3.45 3.4 3.35 3.3 3.3 3.3 3.3 3.25 3.25 3.2 3.2 3.15 3.15 3.1 3.1 3.05 3.05 3.05 3.05 66 68 70 72 74 76 78 80 82 84 86 88 90 100 110 120 130 140 150 160 170 180 5.45 5.4 5.35 5.3 5.25 5.2 5.15 5.1 5.05 5.05 5 4.95 4.9 4.75 4.6 4.5 4.45 4.4 4.35 4.3 4.25 4.25 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 6.4 6.3 6.2 6.1 6.05 6 5.95 5.85 5.8 5.75 5.7 5.65 5.6 5.55 5.55 5.5 2. Determine the critical heights and label on the graph. For given slurry heights of Z (1-6) of: 0.15, 0.14,0.13,0.12,0.11 and 0.10 m and given the initial slurry concentration: a. Determine slurry concentrations, C (1-6) (kg/m), for each of the six slurry heights. b. Determine the t (1-6) and the Zi (1-6) values for the six Z (1-6) values. ) c. Determine the settling velocity, V (1-6) (m/s) for each of the six slurry heights. 3. Plot C (kg/m) versus t for each set of data on the same graph. 4. Plot v (m/s) versus t. for each set of data on the same graph. 5. Plot settling velocity vs concentration for the six data points for each slurry on the same graph. 6. Compare and discuss the results for the concentrations used. 30 kg/m3 50 kg/m^3 time, min interface height, cm time, minIterface height, cm 0 1 40 kg/m^3 Iterface time min height, cm 0 36.5 1 35.3 2 33.7 3 32.3 4 31 5 29.7 6 7 27.1 8 25.8 9 24.2 2 3 4 5 6 7 35.7 34.9 34.1 33.2 32.4 31.6 30.9 30.2 29.5 28.8 28.1 26.8 28.5 8 9 23.1 10 12 14 10 12 14 25.5 16 18 16 18 20 22 20 22 24 26 0 1 2 3 4 5 6 7 8 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 $4 35.7 34 32 30.1 28.5 26.5 24.8 22.8 21 19.2 17.1 14.2 11.6 9.9 8.8 8 7.3 6.7 6.2 5.8 5.4 5 4.8 4.6 4.5 4.4 4.25 4.15 4.1 4.05 4 3.95 3.9 3.85 3.8 3.75 3.7 3.65 28 30 32 34 21.1 18.9 17 15.5 14.3 13.4 12.6 11.8 11.1 10.4 9.8 9.2 8.7 8.2 7.8 7.5 7.2 6.8 6.5 6.4 6.2 6.1 5.95 5.85 5.75 5.65 5.55 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 36 38 40 45 50 24.3 23.1 22 20.9 20 19.1 18.3 17.5 16.9 16.2 15.6 15 14.3 12.7 11.5 10.3 9.4 8.5 7.9 7.5 7.2 7 6.8 6.65 6.55 55 60 | 65 70 75 80 85 90 95 100 66 68 70 72 74 76 78 80 82 84 86 88 90 100 110 120 130 140 150 160 170 180 3.6 3.55 3.5 3.45 3.4 3.35 3.3 3.3 3.3 3.3 3.25 3.25 3.2 3.2 3.15 3.15 3.1 3.1 3.05 3.05 3.05 3.05 66 68 70 72 74 76 78 80 82 84 86 88 90 100 110 120 130 140 150 160 170 180 5.45 5.4 5.35 5.3 5.25 5.2 5.15 5.1 5.05 5.05 5 4.95 4.9 4.75 4.6 4.5 4.45 4.4 4.35 4.3 4.25 4.25 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 6.4 6.3 6.2 6.1 6.05 6 5.95 5.85 5.8 5.75 5.7 5.65 5.6 5.55 5.55 5.5
