7/3/2015water treatment1 Solid-Liquid Separation in Water Treatment Settling and Flotation J(Hans) van Leeuwen, DEE.

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Presentation transcript:

7/3/2015water treatment1 Solid-Liquid Separation in Water Treatment Settling and Flotation J(Hans) van Leeuwen, DEE

7/3/2015water treatment2 Introduction The need to clarify water - Aesthetic and health reasons Technologies available

7/3/2015water treatment3 Topics of Discussion Separation by settling Separation by flotation Direct filtration Softening

7/3/2015water treatment4 Typical surface water treatment process Ferric/alum sludge Ferric/ Alum   Screen TREAtTREAt

7/3/2015water treatment5 Typical water treatment process with lime softening Lime sludge Ca(OH) 2 Lime     OR 

7/3/2015water treatment6 Typical layout of a water treatment plant Solid- liquid separation in water treatment

7/3/2015water treatment7 Analysis of Forces Acting On a Settling Particle

7/3/2015water treatment8 Archimedes’s Principle Examination of the nature of buoyancy shows that the buoyant force on a volume of water and a submerged object of the same volume is the same. Since it exactly supports the volume of water, it follows that the buoyant force on any submerged object is equal to the weight of the water displaced. This is the essence of Archimedes principle.buoyancy

7/3/2015water treatment9 Terminal Velocity of a Particle An expression for V t from the submerged weight of the particle, W, and the fluid drag force, D. The drag force on a particle is given by D = C D  l A p V t 2 /2 The submerged weight of the particle can be expressed as W = (  -  l )g  s Since D = W, the above, after substituting A p and  p for particle diameter d _______________ V t = / 4 (  -  l ) gd  3  l C D

7/3/2015water treatment10 Stokes’s Law R e < 1, C D = 24 /Re Substitute in the equation for v t V t = g (  -  l ) d 2 18  V t = 2 (  -  l )gr 2 9  The upflow velocity in a settling tank needs to be < V t

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7/3/2015water treatment12 (20-40 m 3 m -2 d -1 )

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7/3/2015water treatment21 Activated Sludge Mass Balance over Settler

7/3/2015water treatment22 Weir Details

7/3/2015water treatment23 LAMELLA SETTLING TANKS: Shortening the settling distance Pipe bundles also used

7/3/2015water treatment24 (20 – 40 m 3 m -2 d -1 or 0.8 – 1.7 m/h) (2.5 mm/s) – limits weir loading rate to 100 – 200 m 3 m -1 d -1

7/3/2015water treatment25 Sludge Thickening Design

7/3/2015water treatment26 FLOTATION Separation of low density flocs If flocs have a density very close to that of water, it may be necessary to decrease their density by adding gas bubbles

7/3/2015water treatment27 FLOTATION Separation of low density flocs Methods of forming gas bubbles Diffusion Vacuum Electrolysis Dissolved air

7/3/2015water treatment28 Surface Tension and Bubbles The surface tension of water provides the wall tension surface tension for the formation of bubbles. To minimize the wall tension the bubble pulls into a spherical shape (LaPlace's law).LaPlace's law Pressure difference between the inside and outside of a bubble depends upon the surface tension and the radius of the bubble. Visualize the bubble as two hemispheres Note the internal pressure which tends to push the hemispheres apart is counteracted by the surface tension acting around the circumference of the circle. For a bubble with two surfaces providing tension, the pressure relationship is: P i – P o = 4T/r PiPi PoPo PiPi T

7/3/2015water treatment29 La Place's Law The larger the vessel radius, the larger the wall tension required to withstand a given internal fluid pressure. For a given vessel radius and internal pressure, a spherical vessel will have half the wall tension of a cylindrical vessel.

7/3/2015water treatment30 Wall Tension

7/3/2015water treatment31 Why does wall tension increase with radius? If the upward part of the fluid pressure remains the same, then the downward component of the wall tension must remain the same. If the curvature is less, then the total tension must be greater in order to get that same downward component of tension.

7/3/2015water treatment32 Bubble Pressure Net upward force on the top hemisphere of the bubble: F upward = (P i – P o )πr 2 The surface tension force downward around circle is twice the surface tension times the circumference, since two surfaces contribute to the force: F downward = 2T(2πr) PiPi PoPo PiPi T P i – P o = 4T/r for a spherical bubble P i – P o = 2T/r for half a bubble

7/3/2015water treatment33 Attachment to floc Ratio of area/volume increases with decreasing size Forces acting on a gas bubble: Internal pressure x area = surface tension x circumference Easier for bubble to form against solid

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7/3/2015water treatment36 Stokes’s law for flotation

7/3/2015water treatment37 Essential Elements in a Flotation Unit Process

7/3/2015water treatment38 Dissolved Air Flotation

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7/3/2015water treatment40 Saturation tank for flotation

7/3/2015water treatment41 Overview of solid-liquid separation alternatives in water Direct Filtration

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7/3/2015water treatment45 What you need to be able to do Be able to size settling tanks on the basis of particle settling rates and identify important zones in the settling tank Be able to do a mass balance over a flotation unit to account for air usage Be able to size a flotation unit based on particle sizes and densities