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Type 1 Settling
Discrete - low concentrations, particles do not interfere with each other during settling
Type 2 Settling
Flocculent - higher concentrations, particles accumulate during descent, increasing velocity
Type 3 Settling
Zone (Hindered) - much higher concentrations, particles have a fixed position relative to each other, settle as a zone
Type 4 Settling
Compression - very high concentrations, weight of particles causes more settllng in the lower depths, compress one another
How are CD (drag coeff olds number) related?
CD increases with increasing values of Re, depends on flow regime
Laminar Flow
Re < 1
Transitional Flow
1 < Re < 10^4
Turbulent Flow
Re > 10^4
When do you use Stokes Law in the sqrt(3.3g(Ss-1)d) form?
Assuming spherical particles and turbulent flow (CD = 0.4)
When do you use the Stokes Law in the ((ps-p)gd^2)/18u form?
Assuming spherical particles and laminar flow
Overflow Rate
Design parameter, the velocity required for a critical particle to reach the bottom of the tank
How does water become hard?
By passing through soil or ground that contains calcium or magnesium (ex: limestone)
Chemical Constituents of Hardness
Calcium and Magnesium associated with Bicarbonate and Carbonate
Significance of Alkalinity in lime-soda softening
Helps water resist changes to pH, if alkalinity is too low, pH may be significantly reduced
(Lime/Soda is added to increase the alkalinity)
Proper pH for removal of Ca
9-9.5
Proper pH for removal of Mg
11
How do these reactions ensure the proper pH?
When lime is added, it provides hydroxide ions, and when soda is added, it provides carbonate ions; these balance the reaction to keep the pH in the optimum range
Why can lime-soda softening not produce water completely free of hardness?
Process limitations: solubility of CaCO3 and Mg(OH)2, mixing time, contact time, etc.
Selective Calcium Removal
Removes only carbonate hardness caused by calcium
Excess Lime Softening
Removes carbonate hardness caused by calcium and magnesium
Lime-Soda Softening
Removes carbonate and non-carbonate hardness
Split Treatment
A portion of the water is treated with excess lime, then blended with the remaining portion of raw water by-passed
Purpose of Recarbonation
Decrease pH, stop the chemical reactions of softening
Why is the softening process good for removing constituents other than Ca and Mg?
Raises pH and adding carbonate/hydroxide ions allows more precipitation reactions to occur
Disinfection Mechanisms (5)
1. Damage to the cell wall
2. Alteration of cell permeability
3. Alteration of colloidal nature of the protoplasm
4. Alteration of the organism's DNA or RNA
5. Inhibition of enzyme activity
Disinfectants Examples
Chlorine, alcohols, heat, light, screens, gamma rays
Disinfection Process
Disinfection and filtration, inactivate pathogenic organisms, produces byproducts (THMs and haloacetic acids)
Chlorine Dissociation
At low pH, mainly HOCl form; at high pH, mostly OCl- form; pH = 7.5
Chlorine Speciation (forms)
HOCl, OCl-, CLO2, Cl2, NHCl2
Chlorine Demand
Difference between added chlorine and residual chlorine (portion lost due to reactions)
Free Residual Chlorine
Remaining after the chlorine demand has been satisfied (HOCl and OCl-)
Break Point Chlorination
The point at which adding more chlorine creates free residual
Disinfection byproducts
Trihalomethanes (THMs), formed from chlorine and organic matter