SlideShare une entreprise Scribd logo
1  sur  16
Télécharger pour lire hors ligne
1
1. INTRODUCTION
Sieving or screen analysis is the oldest and most commonly used process for solid - solid
separation and it use in the analysis of the differences between the fine particles and coarse
particles. Thus, putting it in simple words, sieving is a simple and convenient technique of
separating particles of different sizes. It is commonly analyze using to methods, namely the
differential distribution and the cumulative distribution. By the analysis, one can identify the
particle population and determine average particle sizes of the sample particle.
Experiments in sieving is crucial to conduct sieve analysis of a product or a sample. This is
used to know some properties that might be involved in production. Examples of these
properties are rate of reactions, potential to dissolve, packing density, etc. Also, this prevents
bulking or aggregation of particles into unwanted larger sizes. Some common industrial use of
sieving is in construction and cement industries. General use of this method is common to all
production involving particulate matters in their process. Manufacturers can know their
products and find ways to develop some of its properties such as texture and appearance.
2
2. REVIEW OF RELATED LITERATURE
A sieve analysis also known as gradation test procedure used to assess and determine
the particle size distribution of a particulate material by allowing the material to pass through
a series of sieves of progressively smaller mesh size. This is done by weighing the amount of
material that is retained by each sieve as a fraction of the whole mass.
The size distribution is often of crucial importance to the way the material performs in
use. A sieve analysis can be performed on any type of non-organic or organic granular
materials. Being such a simple technique of particle sizing, it is probably the most common.[1]
Sieves are equipment or device for separating wanted elements from unwanted element
or for characterizing the particle size distribution of a sample, usually using a woven screen
such as a mesh or net or metal. Terms linked to sieves or screen are mesh number, sieve
diameter and sieve aperture. Mesh size is the mesh number (a US measurement standard) and
its relationship to the size of the openings in the mesh and thus the size of particles that can
pass through these openings. Figuring out the mesh number is simple. It is defined as the
number of the wire strands (of same diameter) per inch weaved to square mesh pattern, sieve
diameter is defined as the width of the minimum square aperture through which the particle
will pass. A 100-mesh screen has 100 openings per inch, and so on. Thus, a higher mesh
number indicated a finer diameter of sieve. Sieve apertures or also known as screen openings
are the openings, gaps or holes in the sieves.
Particle size distribution of granular material or particles dispersed in fluid is a list of
values or a mathematical function that describes the relative amount, usually by mass, of
particles present according to size. This is very crucial since it estimates the population of
particles in a given dimension. Particle size is a property that is very important and critical to
industrial production or use of the material. Particle size affects many properties of granular
3
materials, such properties are: stability of suspension, texture, rate of dissolution, packed
density, efficacy of delivery, flowability and handling, appearance, porosity and viscosity.
Units used for particle size depend of the size of particles, for coarse particles in inches or
millimeters, for fine particles the screen/sieve size, for very fine particles in micrometers or
nanometers and for ultra-fine particles the surface per unit mass (m2/g).
Differential or Distinctive particle size distribution is the percentage of particles from
the total that is within an instance size range. Differential screen analysis a type of sieve
analysis used to determine differential particle size distribution, sieve results are obtained in
differential weight/ mass percent retained on each sieve or the individual sieve weight/ mass
percent retained in each sieve.
Average Particle diameter = Screen opening of mesh x + Screen opening of mesh y(mesh
after x) /2
(Eq 3.1)
This equation estimates the average particle size for the graph of the differential
distribution.
Total Mass (g) = ∑ Individual Sieve Mass Retained (g)
(Eq 3.2)
% Mass Retained= Sieve mass Retained (g) in each individual Mesh
no.x100/Total Mass
(Eq 3.3)
4
Progressive or cumulative particle size distribution is the sum of the differential
distributions. The cumulative distribution is acquired by the collection of differential
distribution. Cumulative screen analysis a type of sieve analysis used to determine cumulative
particle size distribution, sieve results obtained are in cumulative weight/ mass percent less
than the sieve size or cumulative percent passing.
Cumulative % Retained = Cumulative mass x 100/Total Mass
(Eq 3.5)
Cumulative % Passing = 100- Cumulative % Retained
(Eq 3.6)
Sieve analysis has, in general, been used for decades to monitor material quality based
on particle size. For coarse material, sizes that range down to #100 mesh (150μm), a sieve
analysis and particle size distribution is accurate and consistent.
However, for material that is finer than 100 mesh, dry sieving can be significantly less
accurate. This is because the mechanical energy required to make particles pass through an
opening and the surface attraction effects between the particles themselves and between
particles and the screen increase as the particle size decreases.
5
3. EXPERIMENTAL SECTION: APPARATUS AND PROCEDURE
3.1 Materials
• Standard Tyler testing sieve (with cover and pan) with Mesh Number 20, 40,
60, 80, 100, 200
• Sieve Shaker
• Beakers (400 mL)
• Brush
• Analytical balance
• 200 grams of Calcium Carbonate (CaCO3)
3.2 Methods
200 grams of Calcium Carbonate was weighed in the beaker using an analytical
balance. Before commencing with the experiment, all equipment was freed from
suspended solids and dust. The sieves are arranged from the top to the bottom with
increasing mesh number (smallest sieve number from the topmost of the setup). The
weighed 200 grams of CaCO3 was placed in the topmost sieved and was covered. The
sieved was shaken at two-minute interval. After 2 minutes, the stack was carefully
removed from the shaker and each sieve was weighed accordingly. After weighing, the
sieves were carefully stacked again and was shaken with the same interval. The
procedure is repeated two times thus reaching the maximum time of 6 minutes. Data
were recorded each interval. The whole procedure was repeated for trial 2.
6
4. RESULTS AND DISCUSSION
A. Differential Distribution
Figure 4a.1 : Differential Distribution
Based from the graph, the particles size which was based from the screen size with the
greatest mass fraction in each trials of the different time intervals can be determined. For time
interval 2 minutes trial 1 is 0.64 mm and for trial 2 is 0.64 mm. For time interval 4 minutes trial 1
is 0.325 mm and for trial 2 is 0.325 mm. For time interval 6 minutes trial 1 is 0.3 mm and for trial
2 is 0.3 mm. Since all trial in each time interval is the same, it can be said that the experiment is a
success. The graph shows the mass fraction in each sieve where only a specific size can pass
through. The six-minute sieving shows that a small portion of the sample was left in the first sieve.
Thus, this gives the idea that the more longer a sieve operate, the more particles are separated by
size.
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
MassFraction
Particle size (mm)
Differential Distribution
Trial 1 (2
mins)
Trial2
(2mins)
Trial1
(4mins)
Trial2(4m
ins)
Trial1(6m
ins)
Trial2(6m
ins(
7
B. Cumulative Distribution
Figure 4b.1: Cumulative Analysis for Two minutes sieving
The graph shows the percent of the sample passing through each sieve. Logarithmic
scale is used in the sieve size to compress the length of the line. It shows that in 2 minutes of
sieving, only 53% in the first trial and 47% in the 2nd
trial has passed the first sieve. The
curve also is not steep. This tells us that the mass fraction in each of the sieve is nearly equal.
0
10
20
30
40
50
60
70
80
90
100
0.11
%CumulativePassing
Sieve size mm (Logarithmic scale)
Cumulative Analysis (Two Minutes)
Trial 1
Trial 2
8
Figure 4b.2: Cumulative Analysis for Four Minutes
The graph shows the percent of the sample passing through each sieve. Logarithmic
scale is used in the sieve size to compress the length of the line. It shows that in 4 minutes of
sieving, only 81% in the first trial and 82% in the 2nd
trial has passed the first sieve. This is
higher than the first trial. The curve also is medium steeper compared to the 2-minute sieving.
This shows that the difference between the mass fraction in each sieve is greater compared to
that of the 2-minute.
0
10
20
30
40
50
60
70
80
90
100
0.11
%CumulativePassing
Sieve size mm
Cumulative Analysis (Four Minutes)
Trial 1
Trial 2
0.0000
10.0000
20.0000
30.0000
40.0000
50.0000
60.0000
70.0000
80.0000
90.0000
100.0000
0.11
%CumulativePassing
Sieve Size mm (Logarithmic Scale)
Cumulative Analysis (Six Minutes)
Trial 1
Trial 2
9
Figure 4b.2: Cumulative Analysis for Four Minutes
The graph shows the percent of the sample passing through each sieve. Logarithmic
scale is used in the sieve size to compress the length of the line. It shows that in 6 minutes of
sieving, 97% in the first trial and 97% in the 2nd
trial has passed the first sieve. The curve also
is the steepest among other trials. This tells us that the mass fraction in each of the sieve greatly
differs. This is because more of the particles are distributed among the holes of the sieves.
10
5. CONCLUSION
Particle size and particle size distribution are the properties determined in the experiment
conducted. Screening or sieve analysis is used in this experiment. It is a very effective method to
determine the relative proportions of various sizes among different ranges. The sieve analyses
results are reported in a mass distribution of particles, the Differential Screen analysis reports the
individual retained mass in each sieve while Cumulative Screen Analysis reports the increasing
count of mass in the sieve, or the successive addition of the different sieve mass retained. The
experiment is a success because the date for trial 1 and 2 in the 2, 4, and 6 minutes of interval is
not far from each other. However, it is shown in the experiment that for longer time of sieving,
efficient separation of particles by its size is more observed.
6. RECOMMENDATION
It is recommended by the student to all of the sieves every after use.
11
7. REFERENCES
https://www.retsch.com/applications/knowledge-base/sieve-
analysis?retsch_news2%5BnewsKey%5D=1191
http://www.solidswiki.com/index.php?title=Sieving
https://en.wikipedia.org/wiki/Sieve
https://www.911metallurgist.com/sieve-analysis-calculations-graph/
http://web.iyte.edu.tr/~sedatakkurt/me488/sieves2.html
David, 2017, Sieve Analysis and Graph (https://www.911metallurgist.com/sieve-analysis-
calculations-graph/)
Retch GmbH Haan . 2009, Sieve Analysis Taking a close look at quality
12
8. APPENDICES
A. Raw data
Table 8a.1: Experiment Raw data
item Test Number
Test 1 (2mins) Test 2 (4mins) Test 3 (6mins)
Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2
Feed
Material CaCO3 CaCO3 CaCO3 CaCO3 CaCO3 CaCO3
Quantity 200 g 200 g 200 g 200 g 200 g 200 g
** through retained
** +20 mesh 96.25 107.67 39.01 35.59 7.48 7.37
-20 mesh +40 mesh 51.11 53.66 102.63 109.54 110.14 122.86
-40 mesh +60 mesh 41.79 31.72 47.68 45.08 64.8 54.83
-60 mesh +80 mesh 6.62 4.14 6.4 5.93 18.02 8.77
-80 mesh +100
mesh
2.54 1.65 2.46 2.36 4.22 3.61
-100 mesh +200
mesh
2.11 1.12 1.66 1.26 3.2 2.28
-200 mesh pan 0 0 0 0 0 0
Total (g) 200.42 199.96 199.84 199.76 207.86 199.72
13
B. Computed data
Table 8b.1: Data for 2 minutes of Sieving
Table 8b.2: Data for 4 minutes of Sieving
Sieve Retained Cumulative
Mesh
Number
Size
(mm)
Retained
weight
(grams)
Retained percent %
Cumulative
weight (g)
Cumulative percent % Pass percentage %
Trial
1
Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2
20 0.841 96.25 107.67 0.480241 0.537222 96.25 107.67 48.02414929 53.835 51.97585 46.165
40 0.42 51.11 53.66 0.255014 0.267738 147.36 161.33 73.52559625 80.665 26.4744 19.335
60 0.25 41.79 31.72 0.208512 0.158268 189.15 193.05 94.3768087 96.525 5.623191 3.475
80 0.177 6.62 4.14 0.033031 0.020657 195.77 197.19 97.67987227 98.595 2.320128 1.405
100 0.149 2.54 1.65 0.012673 0.008233 198.31 198.84 98.94721086 99.42 1.052789 0.58
200 0.074 2.11 1.12 0.010528 0.005588 200.42 199.96 100 99.98 0 0.02
pan 0 0 0 0 0 200.42 199.96 100 99.98 0 0.02
Sieve Retained Cumulative
Mesh
Number
Size
(mm)
Retained
weight (grams)
Retained percent %
Cumulative
weight (g)
Cumulative percent % Pass percentage %
Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2
20 0.841 39.01 35.59 0.194641 0.177577 39.01 35.59 19.46412534 17.795 80.53587 82.205
40 0.42 102.63 109.54 0.512075 0.546552 141.64 145.13 70.67158966 72.565 29.32841 27.435
60 0.25 47.68 45.08 0.2379 0.224928 189.32 190.21 94.46163058 95.105 5.538369 4.895
80 0.177 6.4 5.93 0.031933 0.029588 195.72 196.14 97.65492466 98.07 2.345075 1.93
100 0.149 2.46 2.36 0.012274 0.011775 198.18 198.5 98.88234707 99.25 1.117653 0.75
200 0.074 1.66 1.26 0.008283 0.006287 199.84 199.76 99.71060772 99.88 0.289392 0.12
pan 0 0 0 0 0 199.84 199.76 99.71060772 99.88 0.289392 0.12
14
Table 8b.3: Data for 6 minutes of Sieving
Sieve Retained Cumulative
Mesh
Number
Size
(mm)
Retained weight
(grams)
Retained
percent %
Cumulative weight
(g)
Cumulative percent
%
Pass percentage %
Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2
20 0.841 7.4800 7.3700 0.0360 0.0355 7.4800 7.3700 3.5986 3.5457 96.4014 96.4543
40 0.42 110.1400 122.8600 0.5299 0.5911 117.6200 130.2300 56.5862 62.6527 43.4138 37.3473
60 0.25 64.8000 54.8300 0.3117 0.2638 182.4200 185.0600 87.7610 89.0311 12.2390 10.9689
80 0.177 18.0200 8.7700 0.0867 0.0422 200.4400 193.8300 96.4303 93.2503 3.5697 6.7497
100 0.149 4.2200 3.6100 0.0203 0.0174 204.6600 197.4400 98.4605 94.9870 1.5395 5.0130
200 0.074 3.2000 2.2800 0.0154 0.0110 207.8600 199.7200 100.0000 96.0839 0.0000 3.9161
pan 0 0.0000 0.0000 0.0000 0.0000 207.8600 199.7200 100.0000 96.0839 0.0000 0.0000
15
16

Contenu connexe

Tendances

Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...
Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...
Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...LPE Learning Center
 
Ways of Determining the Moisture of Soil
Ways of Determining the Moisture of SoilWays of Determining the Moisture of Soil
Ways of Determining the Moisture of SoilAsadullah Malik
 
Granulation and its novel techniques
Granulation and its novel techniques Granulation and its novel techniques
Granulation and its novel techniques priyankagavali3
 
Permeability test
Permeability testPermeability test
Permeability testRaz Azad
 
Solubility of bituminous materials
Solubility of bituminous materialsSolubility of bituminous materials
Solubility of bituminous materialsA O
 
Granulation and Modern Equipments
Granulation and Modern EquipmentsGranulation and Modern Equipments
Granulation and Modern EquipmentsSarangDalvi
 
Gradation of fine aggregate by sieve analysis
Gradation of fine aggregate by sieve analysisGradation of fine aggregate by sieve analysis
Gradation of fine aggregate by sieve analysisMuhammad Saleem
 
Design of experiments BY Minitab
Design of experiments BY MinitabDesign of experiments BY Minitab
Design of experiments BY MinitabDr-Jitendra Patel
 
Sieve analysis of fine aggregates student experiment
Sieve analysis of fine aggregates student experimentSieve analysis of fine aggregates student experiment
Sieve analysis of fine aggregates student experimentkolveasna
 
particle technology (report)
particle technology (report)particle technology (report)
particle technology (report)rida sarfraz
 
Presentation process-scale-up-and-critical-control-parameters-1
Presentation process-scale-up-and-critical-control-parameters-1Presentation process-scale-up-and-critical-control-parameters-1
Presentation process-scale-up-and-critical-control-parameters-1sachin kumar
 
Subgrade soil test, by Micotol
Subgrade soil test, by MicotolSubgrade soil test, by Micotol
Subgrade soil test, by MicotolMicotol
 
Pharmaceutical Granulation
Pharmaceutical GranulationPharmaceutical Granulation
Pharmaceutical Granulationneerajrawatnik
 
Seasonal Rainfall Trend Analysis
Seasonal Rainfall Trend AnalysisSeasonal Rainfall Trend Analysis
Seasonal Rainfall Trend AnalysisIJERA Editor
 

Tendances (20)

Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...
Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...
Techniques for Determining Particle Size Distribution (PSD) of Particulate Ma...
 
Ways of Determining the Moisture of Soil
Ways of Determining the Moisture of SoilWays of Determining the Moisture of Soil
Ways of Determining the Moisture of Soil
 
Granulation and its novel techniques
Granulation and its novel techniques Granulation and its novel techniques
Granulation and its novel techniques
 
Permeability test
Permeability testPermeability test
Permeability test
 
Solubility of bituminous materials
Solubility of bituminous materialsSolubility of bituminous materials
Solubility of bituminous materials
 
Mixing in Pharmaceutical Industry
Mixing in Pharmaceutical Industry Mixing in Pharmaceutical Industry
Mixing in Pharmaceutical Industry
 
Granulation and Modern Equipments
Granulation and Modern EquipmentsGranulation and Modern Equipments
Granulation and Modern Equipments
 
Sieving Final Report
Sieving Final ReportSieving Final Report
Sieving Final Report
 
Gradation of fine aggregate by sieve analysis
Gradation of fine aggregate by sieve analysisGradation of fine aggregate by sieve analysis
Gradation of fine aggregate by sieve analysis
 
Design of experiments BY Minitab
Design of experiments BY MinitabDesign of experiments BY Minitab
Design of experiments BY Minitab
 
Understanding sieve analysis of sand
Understanding sieve analysis of sand Understanding sieve analysis of sand
Understanding sieve analysis of sand
 
Sieve analysis of fine aggregates student experiment
Sieve analysis of fine aggregates student experimentSieve analysis of fine aggregates student experiment
Sieve analysis of fine aggregates student experiment
 
particle technology (report)
particle technology (report)particle technology (report)
particle technology (report)
 
Presentation process-scale-up-and-critical-control-parameters-1
Presentation process-scale-up-and-critical-control-parameters-1Presentation process-scale-up-and-critical-control-parameters-1
Presentation process-scale-up-and-critical-control-parameters-1
 
CT-233 SOIL MECHANICS LAB MANUAL BSC Civil
CT-233 SOIL MECHANICS LAB MANUAL BSC Civil CT-233 SOIL MECHANICS LAB MANUAL BSC Civil
CT-233 SOIL MECHANICS LAB MANUAL BSC Civil
 
Granulation ppt.
Granulation ppt.Granulation ppt.
Granulation ppt.
 
Granulation
GranulationGranulation
Granulation
 
Subgrade soil test, by Micotol
Subgrade soil test, by MicotolSubgrade soil test, by Micotol
Subgrade soil test, by Micotol
 
Pharmaceutical Granulation
Pharmaceutical GranulationPharmaceutical Granulation
Pharmaceutical Granulation
 
Seasonal Rainfall Trend Analysis
Seasonal Rainfall Trend AnalysisSeasonal Rainfall Trend Analysis
Seasonal Rainfall Trend Analysis
 

Similaire à Sieving- Ed Ryan Ruales

Methods of particle size measrement (032)
Methods of particle size measrement (032)Methods of particle size measrement (032)
Methods of particle size measrement (032)Hafiz Luqman Khalil
 
Particle size distribution
Particle size distributionParticle size distribution
Particle size distributionUsman Shah
 
Particle size distribution
Particle size distributionParticle size distribution
Particle size distributionknowledge1995
 
Sieve Analysis of Fine & Coarse Aggregate | Jameel Academy
Sieve Analysis of Fine & Coarse Aggregate | Jameel AcademySieve Analysis of Fine & Coarse Aggregate | Jameel Academy
Sieve Analysis of Fine & Coarse Aggregate | Jameel AcademyJameel Academy
 
Micromeritics - Fundamental and Derived Properties of Powders
Micromeritics - Fundamental and Derived Properties of PowdersMicromeritics - Fundamental and Derived Properties of Powders
Micromeritics - Fundamental and Derived Properties of PowdersChitralekhaTherkar
 
sampling and testing of aggregates
sampling and testing of aggregatessampling and testing of aggregates
sampling and testing of aggregatesjairam131
 
Sieve analysis of coarse and fine aggregate - Report
Sieve analysis of coarse and fine aggregate - ReportSieve analysis of coarse and fine aggregate - Report
Sieve analysis of coarse and fine aggregate - ReportSarchia Khursheed
 
Effect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabricEffect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabriceSAT Publishing House
 
Effect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabricEffect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabriceSAT Journals
 
Rapid Fabrication of Nylon Surgical Sutures by 3D Printing
Rapid Fabrication of Nylon Surgical Sutures by 3D PrintingRapid Fabrication of Nylon Surgical Sutures by 3D Printing
Rapid Fabrication of Nylon Surgical Sutures by 3D Printingjournal ijrtem
 
2 screening
2 screening2 screening
2 screeningghwal
 

Similaire à Sieving- Ed Ryan Ruales (20)

Methods of particle size measrement (032)
Methods of particle size measrement (032)Methods of particle size measrement (032)
Methods of particle size measrement (032)
 
I cycle
I cycleI cycle
I cycle
 
Particle size distribution
Particle size distributionParticle size distribution
Particle size distribution
 
Particle size distribution
Particle size distributionParticle size distribution
Particle size distribution
 
Sieve Analysis of Fine & Coarse Aggregate | Jameel Academy
Sieve Analysis of Fine & Coarse Aggregate | Jameel AcademySieve Analysis of Fine & Coarse Aggregate | Jameel Academy
Sieve Analysis of Fine & Coarse Aggregate | Jameel Academy
 
Micromeritics - Fundamental and Derived Properties of Powders
Micromeritics - Fundamental and Derived Properties of PowdersMicromeritics - Fundamental and Derived Properties of Powders
Micromeritics - Fundamental and Derived Properties of Powders
 
sampling and testing of aggregates
sampling and testing of aggregatessampling and testing of aggregates
sampling and testing of aggregates
 
Sieve analysis of coarse and fine aggregate - Report
Sieve analysis of coarse and fine aggregate - ReportSieve analysis of coarse and fine aggregate - Report
Sieve analysis of coarse and fine aggregate - Report
 
Micromeritics
MicromeriticsMicromeritics
Micromeritics
 
Micromeritics
Micromeritics Micromeritics
Micromeritics
 
size reduction equipments
size reduction equipmentssize reduction equipments
size reduction equipments
 
Unit IV Micromeretics
Unit IV MicromereticsUnit IV Micromeretics
Unit IV Micromeretics
 
Effect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabricEffect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabric
 
Effect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabricEffect of count and stitch length on spirality of single jersey knit fabric
Effect of count and stitch length on spirality of single jersey knit fabric
 
Rapid Fabrication of Nylon Surgical Sutures by 3D Printing
Rapid Fabrication of Nylon Surgical Sutures by 3D PrintingRapid Fabrication of Nylon Surgical Sutures by 3D Printing
Rapid Fabrication of Nylon Surgical Sutures by 3D Printing
 
2 screening
2 screening2 screening
2 screening
 
Lec2
Lec2Lec2
Lec2
 
size separation pptx
size separation pptxsize separation pptx
size separation pptx
 
Lec2
Lec2Lec2
Lec2
 
Textile testing
Textile testingTextile testing
Textile testing
 

Plus de Ed Ryan Ruales

Calculation guidelines for Rotary Dryer.pdf
Calculation guidelines for Rotary Dryer.pdfCalculation guidelines for Rotary Dryer.pdf
Calculation guidelines for Rotary Dryer.pdfEd Ryan Ruales
 
Venturi and orificemeter - Ed Ryan Ruales
Venturi and orificemeter - Ed Ryan RualesVenturi and orificemeter - Ed Ryan Ruales
Venturi and orificemeter - Ed Ryan RualesEd Ryan Ruales
 
Sedimentation Ed Ryan M. Ruales
Sedimentation   Ed Ryan M. RualesSedimentation   Ed Ryan M. Ruales
Sedimentation Ed Ryan M. RualesEd Ryan Ruales
 
Reynolds number - Ed Ryan M. Ruales
Reynolds number - Ed Ryan M. RualesReynolds number - Ed Ryan M. Ruales
Reynolds number - Ed Ryan M. RualesEd Ryan Ruales
 
Press and frame filter- Ed Ryan M. Ruales
Press and frame filter-  Ed Ryan M. RualesPress and frame filter-  Ed Ryan M. Ruales
Press and frame filter- Ed Ryan M. RualesEd Ryan Ruales
 
Heat loss in Bare and Lagged Pipes- Ed Ryan M. Ruales
Heat loss in Bare and Lagged Pipes- Ed Ryan M. RualesHeat loss in Bare and Lagged Pipes- Ed Ryan M. Ruales
Heat loss in Bare and Lagged Pipes- Ed Ryan M. RualesEd Ryan Ruales
 
Fluidization -Ed Ryan M. Ruales
Fluidization -Ed Ryan M. RualesFluidization -Ed Ryan M. Ruales
Fluidization -Ed Ryan M. RualesEd Ryan Ruales
 
Agitation Ed Ryan Ruales
Agitation   Ed Ryan RualesAgitation   Ed Ryan Ruales
Agitation Ed Ryan RualesEd Ryan Ruales
 

Plus de Ed Ryan Ruales (9)

Calculation guidelines for Rotary Dryer.pdf
Calculation guidelines for Rotary Dryer.pdfCalculation guidelines for Rotary Dryer.pdf
Calculation guidelines for Rotary Dryer.pdf
 
SOLICITATION.docx
SOLICITATION.docxSOLICITATION.docx
SOLICITATION.docx
 
Venturi and orificemeter - Ed Ryan Ruales
Venturi and orificemeter - Ed Ryan RualesVenturi and orificemeter - Ed Ryan Ruales
Venturi and orificemeter - Ed Ryan Ruales
 
Sedimentation Ed Ryan M. Ruales
Sedimentation   Ed Ryan M. RualesSedimentation   Ed Ryan M. Ruales
Sedimentation Ed Ryan M. Ruales
 
Reynolds number - Ed Ryan M. Ruales
Reynolds number - Ed Ryan M. RualesReynolds number - Ed Ryan M. Ruales
Reynolds number - Ed Ryan M. Ruales
 
Press and frame filter- Ed Ryan M. Ruales
Press and frame filter-  Ed Ryan M. RualesPress and frame filter-  Ed Ryan M. Ruales
Press and frame filter- Ed Ryan M. Ruales
 
Heat loss in Bare and Lagged Pipes- Ed Ryan M. Ruales
Heat loss in Bare and Lagged Pipes- Ed Ryan M. RualesHeat loss in Bare and Lagged Pipes- Ed Ryan M. Ruales
Heat loss in Bare and Lagged Pipes- Ed Ryan M. Ruales
 
Fluidization -Ed Ryan M. Ruales
Fluidization -Ed Ryan M. RualesFluidization -Ed Ryan M. Ruales
Fluidization -Ed Ryan M. Ruales
 
Agitation Ed Ryan Ruales
Agitation   Ed Ryan RualesAgitation   Ed Ryan Ruales
Agitation Ed Ryan Ruales
 

Dernier

(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...
(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...
(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...ranjana rawat
 
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...RajaP95
 
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Call Girls in Nagpur High Profile
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxupamatechverse
 
Introduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxIntroduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxupamatechverse
 
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝soniya singh
 
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptxthe ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptxhumanexperienceaaa
 
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Dr.Costas Sachpazis
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSKurinjimalarL3
 
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingPorous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingrakeshbaidya232001
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVRajaP95
 
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...Call Girls in Nagpur High Profile
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINESIVASHANKAR N
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escortsranjana rawat
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxupamatechverse
 
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 

Dernier (20)

(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...
(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...
(TARA) Talegaon Dabhade Call Girls Just Call 7001035870 [ Cash on Delivery ] ...
 
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...
IMPLICATIONS OF THE ABOVE HOLISTIC UNDERSTANDING OF HARMONY ON PROFESSIONAL E...
 
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptx
 
Introduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxIntroduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptx
 
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
 
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptxthe ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
 
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
 
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
 
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingPorous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
 
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptx
 
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 

Sieving- Ed Ryan Ruales

  • 1. 1 1. INTRODUCTION Sieving or screen analysis is the oldest and most commonly used process for solid - solid separation and it use in the analysis of the differences between the fine particles and coarse particles. Thus, putting it in simple words, sieving is a simple and convenient technique of separating particles of different sizes. It is commonly analyze using to methods, namely the differential distribution and the cumulative distribution. By the analysis, one can identify the particle population and determine average particle sizes of the sample particle. Experiments in sieving is crucial to conduct sieve analysis of a product or a sample. This is used to know some properties that might be involved in production. Examples of these properties are rate of reactions, potential to dissolve, packing density, etc. Also, this prevents bulking or aggregation of particles into unwanted larger sizes. Some common industrial use of sieving is in construction and cement industries. General use of this method is common to all production involving particulate matters in their process. Manufacturers can know their products and find ways to develop some of its properties such as texture and appearance.
  • 2. 2 2. REVIEW OF RELATED LITERATURE A sieve analysis also known as gradation test procedure used to assess and determine the particle size distribution of a particulate material by allowing the material to pass through a series of sieves of progressively smaller mesh size. This is done by weighing the amount of material that is retained by each sieve as a fraction of the whole mass. The size distribution is often of crucial importance to the way the material performs in use. A sieve analysis can be performed on any type of non-organic or organic granular materials. Being such a simple technique of particle sizing, it is probably the most common.[1] Sieves are equipment or device for separating wanted elements from unwanted element or for characterizing the particle size distribution of a sample, usually using a woven screen such as a mesh or net or metal. Terms linked to sieves or screen are mesh number, sieve diameter and sieve aperture. Mesh size is the mesh number (a US measurement standard) and its relationship to the size of the openings in the mesh and thus the size of particles that can pass through these openings. Figuring out the mesh number is simple. It is defined as the number of the wire strands (of same diameter) per inch weaved to square mesh pattern, sieve diameter is defined as the width of the minimum square aperture through which the particle will pass. A 100-mesh screen has 100 openings per inch, and so on. Thus, a higher mesh number indicated a finer diameter of sieve. Sieve apertures or also known as screen openings are the openings, gaps or holes in the sieves. Particle size distribution of granular material or particles dispersed in fluid is a list of values or a mathematical function that describes the relative amount, usually by mass, of particles present according to size. This is very crucial since it estimates the population of particles in a given dimension. Particle size is a property that is very important and critical to industrial production or use of the material. Particle size affects many properties of granular
  • 3. 3 materials, such properties are: stability of suspension, texture, rate of dissolution, packed density, efficacy of delivery, flowability and handling, appearance, porosity and viscosity. Units used for particle size depend of the size of particles, for coarse particles in inches or millimeters, for fine particles the screen/sieve size, for very fine particles in micrometers or nanometers and for ultra-fine particles the surface per unit mass (m2/g). Differential or Distinctive particle size distribution is the percentage of particles from the total that is within an instance size range. Differential screen analysis a type of sieve analysis used to determine differential particle size distribution, sieve results are obtained in differential weight/ mass percent retained on each sieve or the individual sieve weight/ mass percent retained in each sieve. Average Particle diameter = Screen opening of mesh x + Screen opening of mesh y(mesh after x) /2 (Eq 3.1) This equation estimates the average particle size for the graph of the differential distribution. Total Mass (g) = ∑ Individual Sieve Mass Retained (g) (Eq 3.2) % Mass Retained= Sieve mass Retained (g) in each individual Mesh no.x100/Total Mass (Eq 3.3)
  • 4. 4 Progressive or cumulative particle size distribution is the sum of the differential distributions. The cumulative distribution is acquired by the collection of differential distribution. Cumulative screen analysis a type of sieve analysis used to determine cumulative particle size distribution, sieve results obtained are in cumulative weight/ mass percent less than the sieve size or cumulative percent passing. Cumulative % Retained = Cumulative mass x 100/Total Mass (Eq 3.5) Cumulative % Passing = 100- Cumulative % Retained (Eq 3.6) Sieve analysis has, in general, been used for decades to monitor material quality based on particle size. For coarse material, sizes that range down to #100 mesh (150μm), a sieve analysis and particle size distribution is accurate and consistent. However, for material that is finer than 100 mesh, dry sieving can be significantly less accurate. This is because the mechanical energy required to make particles pass through an opening and the surface attraction effects between the particles themselves and between particles and the screen increase as the particle size decreases.
  • 5. 5 3. EXPERIMENTAL SECTION: APPARATUS AND PROCEDURE 3.1 Materials • Standard Tyler testing sieve (with cover and pan) with Mesh Number 20, 40, 60, 80, 100, 200 • Sieve Shaker • Beakers (400 mL) • Brush • Analytical balance • 200 grams of Calcium Carbonate (CaCO3) 3.2 Methods 200 grams of Calcium Carbonate was weighed in the beaker using an analytical balance. Before commencing with the experiment, all equipment was freed from suspended solids and dust. The sieves are arranged from the top to the bottom with increasing mesh number (smallest sieve number from the topmost of the setup). The weighed 200 grams of CaCO3 was placed in the topmost sieved and was covered. The sieved was shaken at two-minute interval. After 2 minutes, the stack was carefully removed from the shaker and each sieve was weighed accordingly. After weighing, the sieves were carefully stacked again and was shaken with the same interval. The procedure is repeated two times thus reaching the maximum time of 6 minutes. Data were recorded each interval. The whole procedure was repeated for trial 2.
  • 6. 6 4. RESULTS AND DISCUSSION A. Differential Distribution Figure 4a.1 : Differential Distribution Based from the graph, the particles size which was based from the screen size with the greatest mass fraction in each trials of the different time intervals can be determined. For time interval 2 minutes trial 1 is 0.64 mm and for trial 2 is 0.64 mm. For time interval 4 minutes trial 1 is 0.325 mm and for trial 2 is 0.325 mm. For time interval 6 minutes trial 1 is 0.3 mm and for trial 2 is 0.3 mm. Since all trial in each time interval is the same, it can be said that the experiment is a success. The graph shows the mass fraction in each sieve where only a specific size can pass through. The six-minute sieving shows that a small portion of the sample was left in the first sieve. Thus, this gives the idea that the more longer a sieve operate, the more particles are separated by size. 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 MassFraction Particle size (mm) Differential Distribution Trial 1 (2 mins) Trial2 (2mins) Trial1 (4mins) Trial2(4m ins) Trial1(6m ins) Trial2(6m ins(
  • 7. 7 B. Cumulative Distribution Figure 4b.1: Cumulative Analysis for Two minutes sieving The graph shows the percent of the sample passing through each sieve. Logarithmic scale is used in the sieve size to compress the length of the line. It shows that in 2 minutes of sieving, only 53% in the first trial and 47% in the 2nd trial has passed the first sieve. The curve also is not steep. This tells us that the mass fraction in each of the sieve is nearly equal. 0 10 20 30 40 50 60 70 80 90 100 0.11 %CumulativePassing Sieve size mm (Logarithmic scale) Cumulative Analysis (Two Minutes) Trial 1 Trial 2
  • 8. 8 Figure 4b.2: Cumulative Analysis for Four Minutes The graph shows the percent of the sample passing through each sieve. Logarithmic scale is used in the sieve size to compress the length of the line. It shows that in 4 minutes of sieving, only 81% in the first trial and 82% in the 2nd trial has passed the first sieve. This is higher than the first trial. The curve also is medium steeper compared to the 2-minute sieving. This shows that the difference between the mass fraction in each sieve is greater compared to that of the 2-minute. 0 10 20 30 40 50 60 70 80 90 100 0.11 %CumulativePassing Sieve size mm Cumulative Analysis (Four Minutes) Trial 1 Trial 2 0.0000 10.0000 20.0000 30.0000 40.0000 50.0000 60.0000 70.0000 80.0000 90.0000 100.0000 0.11 %CumulativePassing Sieve Size mm (Logarithmic Scale) Cumulative Analysis (Six Minutes) Trial 1 Trial 2
  • 9. 9 Figure 4b.2: Cumulative Analysis for Four Minutes The graph shows the percent of the sample passing through each sieve. Logarithmic scale is used in the sieve size to compress the length of the line. It shows that in 6 minutes of sieving, 97% in the first trial and 97% in the 2nd trial has passed the first sieve. The curve also is the steepest among other trials. This tells us that the mass fraction in each of the sieve greatly differs. This is because more of the particles are distributed among the holes of the sieves.
  • 10. 10 5. CONCLUSION Particle size and particle size distribution are the properties determined in the experiment conducted. Screening or sieve analysis is used in this experiment. It is a very effective method to determine the relative proportions of various sizes among different ranges. The sieve analyses results are reported in a mass distribution of particles, the Differential Screen analysis reports the individual retained mass in each sieve while Cumulative Screen Analysis reports the increasing count of mass in the sieve, or the successive addition of the different sieve mass retained. The experiment is a success because the date for trial 1 and 2 in the 2, 4, and 6 minutes of interval is not far from each other. However, it is shown in the experiment that for longer time of sieving, efficient separation of particles by its size is more observed. 6. RECOMMENDATION It is recommended by the student to all of the sieves every after use.
  • 12. 12 8. APPENDICES A. Raw data Table 8a.1: Experiment Raw data item Test Number Test 1 (2mins) Test 2 (4mins) Test 3 (6mins) Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Feed Material CaCO3 CaCO3 CaCO3 CaCO3 CaCO3 CaCO3 Quantity 200 g 200 g 200 g 200 g 200 g 200 g ** through retained ** +20 mesh 96.25 107.67 39.01 35.59 7.48 7.37 -20 mesh +40 mesh 51.11 53.66 102.63 109.54 110.14 122.86 -40 mesh +60 mesh 41.79 31.72 47.68 45.08 64.8 54.83 -60 mesh +80 mesh 6.62 4.14 6.4 5.93 18.02 8.77 -80 mesh +100 mesh 2.54 1.65 2.46 2.36 4.22 3.61 -100 mesh +200 mesh 2.11 1.12 1.66 1.26 3.2 2.28 -200 mesh pan 0 0 0 0 0 0 Total (g) 200.42 199.96 199.84 199.76 207.86 199.72
  • 13. 13 B. Computed data Table 8b.1: Data for 2 minutes of Sieving Table 8b.2: Data for 4 minutes of Sieving Sieve Retained Cumulative Mesh Number Size (mm) Retained weight (grams) Retained percent % Cumulative weight (g) Cumulative percent % Pass percentage % Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 20 0.841 96.25 107.67 0.480241 0.537222 96.25 107.67 48.02414929 53.835 51.97585 46.165 40 0.42 51.11 53.66 0.255014 0.267738 147.36 161.33 73.52559625 80.665 26.4744 19.335 60 0.25 41.79 31.72 0.208512 0.158268 189.15 193.05 94.3768087 96.525 5.623191 3.475 80 0.177 6.62 4.14 0.033031 0.020657 195.77 197.19 97.67987227 98.595 2.320128 1.405 100 0.149 2.54 1.65 0.012673 0.008233 198.31 198.84 98.94721086 99.42 1.052789 0.58 200 0.074 2.11 1.12 0.010528 0.005588 200.42 199.96 100 99.98 0 0.02 pan 0 0 0 0 0 200.42 199.96 100 99.98 0 0.02 Sieve Retained Cumulative Mesh Number Size (mm) Retained weight (grams) Retained percent % Cumulative weight (g) Cumulative percent % Pass percentage % Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 20 0.841 39.01 35.59 0.194641 0.177577 39.01 35.59 19.46412534 17.795 80.53587 82.205 40 0.42 102.63 109.54 0.512075 0.546552 141.64 145.13 70.67158966 72.565 29.32841 27.435 60 0.25 47.68 45.08 0.2379 0.224928 189.32 190.21 94.46163058 95.105 5.538369 4.895 80 0.177 6.4 5.93 0.031933 0.029588 195.72 196.14 97.65492466 98.07 2.345075 1.93 100 0.149 2.46 2.36 0.012274 0.011775 198.18 198.5 98.88234707 99.25 1.117653 0.75 200 0.074 1.66 1.26 0.008283 0.006287 199.84 199.76 99.71060772 99.88 0.289392 0.12 pan 0 0 0 0 0 199.84 199.76 99.71060772 99.88 0.289392 0.12
  • 14. 14 Table 8b.3: Data for 6 minutes of Sieving Sieve Retained Cumulative Mesh Number Size (mm) Retained weight (grams) Retained percent % Cumulative weight (g) Cumulative percent % Pass percentage % Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 Trial 1 Trial 2 20 0.841 7.4800 7.3700 0.0360 0.0355 7.4800 7.3700 3.5986 3.5457 96.4014 96.4543 40 0.42 110.1400 122.8600 0.5299 0.5911 117.6200 130.2300 56.5862 62.6527 43.4138 37.3473 60 0.25 64.8000 54.8300 0.3117 0.2638 182.4200 185.0600 87.7610 89.0311 12.2390 10.9689 80 0.177 18.0200 8.7700 0.0867 0.0422 200.4400 193.8300 96.4303 93.2503 3.5697 6.7497 100 0.149 4.2200 3.6100 0.0203 0.0174 204.6600 197.4400 98.4605 94.9870 1.5395 5.0130 200 0.074 3.2000 2.2800 0.0154 0.0110 207.8600 199.7200 100.0000 96.0839 0.0000 3.9161 pan 0 0.0000 0.0000 0.0000 0.0000 207.8600 199.7200 100.0000 96.0839 0.0000 0.0000
  • 15. 15
  • 16. 16