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Slurry Pipeline Design Software
Welcome to Kaushal's pages
Contact Me for Slurry Pipeline Design Software
Input data
required for running the software:
Enter ‘1’ for concentration by volume, ‘2’ for concentration by weight:
Enter Static Settled Concentration (%):
Enter ‘1’ for mono-sized, ‘2’ for bi-modal and ‘n’ for multisized particles (upto n = 6) depending on the grading of particles to be transported in slurry pipeline:
For n =1, particle size (mm) =
For n =2, particle size (mm) =
For n =3, particle size (mm) =
For n =4, particle size (mm) =
For n =5, particle size (mm) =
For n =6, particle size (mm) =
For n =1, amount read from PSD (%) =
For n =2, amount read from PSD (%) =
For n =3, amount read from PSD (%) =
For n =4, amount read from PSD (%) =
For n =5, amount read from PSD (%) =
For n =6, amount read from PSD (%) =
Enter mean diameter of particles, d50 (mm) read from PSD :
Enter pipe diameter (mm) :
Enter specific gravity of carrier fluid (for water as carrier fluid enter ‘1’):
Enter specific gravity of material to be transported through slurry pipeline :
Enter flow velocity (m/s) :
Enter slurry concentration (%) :
Enter slurry temperature (deg C) :
Enter slurry viscosity (Pa.s) :
Enter pump efficiency (%) to be used for maintaining flow in the slurry pipeline:
Enter total length of slurry pipeline (in Km):
Enter bulk modulus of elasticity for material of pipeline (in KPa):
Enter thickness of pipe material (in mm):
Output file
will contain following:
Terminal settling velocity (w) of particles:
For Particle 1, w (mm/s) =
For Particle 2, w (mm/s) =
For Particle 3, w (mm/s) =
For Particle 4, w (mm/s) =
For Particle 5, w (mm/s) =
For Particle 6, w (mm/s) =
For d50, w (mm/s) =
Pressure drop (KPa) =
Pump capacity (in KW) required to transport the material through pipeline at input flow velocity and input slurry concentration =
Critical deposition velocity (m/s) =
Minimum operating flow velocity in slurry pipeline (m/s) =
Pipe erosion rate (mm/month) =
Maximum water hammer pressure (in KPa) =
Thickness of pipe material (mm) required to sustain water hammer pressure =
Life of pipeline (in months) =
Concentration profile of particles in slurry pipeline (in tabular form varying from bottom to top of pipeline):
Overall Concentration Profile:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle1:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle2:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle3:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle4:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle5:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Concentration Profile of Particle6:
Height from pipe bottom/
pipe diameter (y/D) Concentration (%)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
For any queries regarding my software for design of slurry pipeline system please contact me on any of the following addresses: