Subject Name: Bioseparation Technology Unit No: 2 Unit Name: Solid Liquid Separation Faculty Name : Dr. Madhavi Vernekar (Font: Source sans pro, Size: 20) Bioseparation Technology Unit 2: Solid Liquid Separation (Font: Source sans pro, Size: 32) Faculty Name : Dr. Madhavi Vernekar (Font: Source sans pro, Size: 20) Unit No: 1 Unit name:....................................... (Separator Page for every section) Lecture No: Sub Topic Name: Sedimentation Sedimentation • When a solid particle moves through a viscous medium under the influence of gravity, it will attain a constant falling velocity after a certain time. This phenomenon is called Sedimentation • A tube of anticoagulated whole blood left standing on a bench top will eventually separate into plasma, red blood cell and white blood cell fractions. However, the length of time required precludes this manner of separation for most applications. • 4 Gravity sedimentation commonly used in biological waste water treatment. Factors influencing Sedimentation 1. Gravitational Force 2. Buoyancy force 3. Drag force 5 • Consider a tank containing highly diluted suspension of spherical particles • Because of Earth’s pull of gravity the particles start to move downwards Forces acting on particle during sedimentation 1. Gravitational Force 2. Buoyancy force • dp particle diameter (m) • s solid density (Kg/m3) • g = acceleration due to gravity (m/s2) • l liquid density (Kg/m3) • = Dynamic Viscosity Pa.s • Vg= Gravitational Sedimentation rate (m/s) 6 3. Drag force The buoyancy and drag force will be counterbalanced by the gravitational force Fg= Fd+Fb ……or we can write Fd= Fg-Fb Substituting Eqn 1,2 and 3 3dpVg= /6dp3 s g- /6dp3 l g Stokes Law 7 Stokes Law Sedimentation Rate Vg is determined by the physical characteristics of the particles (diameter of particle and its density) and the medium properties (viscosity of the liquid and the density of the liquid). Sedimentation rate depends on • Diameter of the particle dp…….. dp increases • Density differences (s - l) increases • Viscosity decreases 8 Vg increases Vg increases Vg increases Advantages of Sedimentation • Can be used only for larger particles • Commonly used in waste water treatment. Disadvantages of Sedimentation • Slow process • Requires large equipment • Residence time unacceptably long 9