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Coagulation Chemistry: Effects on the Acid/Base Balance Via chemical equilibrium reactions, consumption of OH in the precipitation step has a domino effect on the concentrations of H +, OH , H 2 CO 3, HCO 3 , and CO 3 2 . The net changes can be determined by solving several non-linear equations:
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The exact results can be obtained numerically, but the approximate change is conversion of one HCO 3 to H 2 CO 3 for each OH consumed, while TOTCO 3 remains constant: Coagulation Chemistry: Effects on the Acid/Base Balance
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The ultimate “reservoir” undergoing most of the change is not the one where the change is initiated, like water removal from connected reservoirs: OH HCO 3 If water is removed from “OH reservoir”, equilibration replenishes most of it from other reservoirs; the ultimate loss is mostly from the “HCO 3 reservoir”. Coagulation Chemistry: Effects on the Acid/Base Balance
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To a good approximation, the final pH can be calculated from the initial conditions and the conversion of HCO 3 to H 2 CO 3. The calculations are often presented in the context of alkalinity, which is the net capacity to bind H + : where the approximation holds at pH less than ~9.0 Coagulation Chemistry: Effects on the Acid/Base Balance
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Typically, Alk init, pH init and coagulant dose are known. Approximate (HCO 3 ) init as Alk init, compute (H 2 CO 3 ) from K 1. Compute TOTCO 3,init as (HCO 3 ) init + (H 2 CO 3 ) init. Compute Alk fin from Alk init and coagulant dose. Approximate (HCO 3 ) fin as Alk fin, compute (H 2 CO 3 ) fin from TOTCO 3 and (HCO 3 ) fin. Compute pH fin from (H 2 CO 3 ) fin, (HCO 3 ) fin, and K 1. If pH fin is too low, choose acceptable value, re- compute Alk fin, and determine required lime dose. Coagulation Chemistry: Effects on the Acid/Base Balance
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A water supply at pH 7.3 and containing 0.8 meq/L Alk is dosed with 40 mg/L FeCl 3. Estimate the final pH. Example: Coagulation Chemistry 1.Approximate (HCO 3 ) init as Alk init. Each mmole of HCO 3 contributes one meq of Alk, so (HCO 3 ) init 0.8 mmol/L. Then, (H 2 CO 3 ) is computed as: 2.Compute Alk fin from Alk init and FeCl 3 dose:
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3.Approximate (HCO 3 ) fin as Alk fin, compute (H 2 CO 3 ) fin from TOTCO 3 and (HCO 3 ) fin. 4.Compute pH fin from (H 2 CO 3 ) fin, (HCO 3 ) fin, and K 1. The pH is quite low, and lime would probably have to be added to increase it to at least 6.0.
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Conditions in typical natural waters. Lots of dissolved NOM. Low doses of Fe 3+ or Al 3+ partially neutralize the charge on the NOM. The NOM exerts a “coagulant demand.” O OHO OOCCOO OH OH O COOH COO O OH HOOC O O O HO O O OH - - - - Fe 3+ High doses of Fe 3+ or Al 3+ generate new surfaces to which the NOM can bind. Coagulation and NOM
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–Requires NOM removal from many surface waters –Removal requirement depends on NOM conc’n (quantified as Total Organic Carbon, TOC) and Alkalinity –“Escape clause” available if a point of diminishing returns is reached –Enhanced coagulation is a “BAT.” If it doesn’t work, you are off the hook The Enhanced Coagulation Rule TOC (mg/L) ALK (mg/L CaCO 3 ) 0-60>60-120>120 <2N/A 2-435*2515 4-8453525 >8504030 *Required percentage reduction in TOC
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Flocculation
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Paddle Flocculators at Everett WTP (Note the CMRs-in-Series Arrangement)
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A Paddle Flocculator at Everett WTP
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Fluid Shear: Particles Collide by Traveling on Different Streamlines at Different Velocities Brownian Motion: Particles Collide Due to Random Motion Differential Sedimentation: Particles Collide Due to Different Terminal Velocities The rate of reaction by all mechanisms is expected to be first order with respect to each type of particle second order overall: Flocculation Theory: Particles Flocculate by Three Mechanisms
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The Rate of Collisions by Each Mechanism Can be Predicted from Theory
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Different mechanisms dominate for different size ranges. The only controllable mechanism is shear, by controlling the shear rate, G.
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The optimum coagulant dose and mixing rate are determined by simulating both coagulation and flocculation in “jar tests.” Coagulation and Flocculation Practice
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