Aeration
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Transcript of Aeration
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Presentado por:
Roberto Balda Ayala MsC. Ingeniera Sanitaria
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DEFINITIONS GAS TRANSFER: gas molecules are exchanged between
a liquid and a gas at a gas liquid interface.
INCREASE OF THE GAS? DECREASE OF THE GAS?
Absorption desorption
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DESORPTION OXYGEN RELEASE: algal activities
RELEASE OF TASTE AND ODOUR: volatile substances
RELEASE OF METHANE, H2S: anaerobic conditions
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INDUCED GAS TRANSFER BY AERATION
O2 TO GROUNDWATERS
O2 TO SEWAGE
CO2 REMOVAL
NH4 REMOVAL
CH4 REMOVAL
VOLATILE OILS REMOVAL
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ELEMENTS OF AERATION
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towerTOWER Bandeja
Carbn coque
Soportes de la torre
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TWO LAYERS
Liquid Gas
Interphase Gas - Liquid
Resistance of gas Moles to the liquid
For O2 (low solubility) limiting resistance is within the liquid film
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SO, TO START:
Cs: D.O concentration (mg/L) of tab water Csw: D.O concentration (mg/L) of wastewater
Where: Betha = Csw/Cs : 0,92 0.98
(Cs)760 : Oxygen saturation values for water under standard conditions of T and Patm Donde Cs (20C
and 1 atm) = 9.2 mg/L
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(Csw)760 = (475 0.00265 SD)/(33.5 + T)
At Patm due to T and Dissolved solids (DS)
Under standard pressure (760 mm Hg)
DS : mg/L
T : C
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For wastewater, DO concentration at pressure P:
P = barometric pressure (mm Hg) Pv = Vapor pressure of water (mm Hg)
Csw = Cs = (Cs)760 * (P-Pv)/(760 Pv)
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KLa = 2.303 * log (Csw C1)/(Csw-C2)
t2 t1
KLa : Oxygen transfer coefficient
KLa can be obtained with two (2) D.O. experimental measurements (aerators must not be running to set D.O. = 0, then they are re-started and plotted D.O. values vs. aeration time
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dC/dt C
t
C : actual DO concentration at a certain time
Slopes are computed at time intervals t
C = g O2/m3
T = seconds
Draft force
Cs C
(the higher the O2 concentration the lower the absortion rate due to
transfer)
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Slope: KLa 2.3
t
Log (Cs-Co)
(Cs-C)
0.1
1.0
Lab measurement of Oxygen Transfer Coefficient KLa
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Not all the O2 really dissolved is available for m.o. :
KLa of wastewater
KLa of tab water
O2 available for m.o. under operation conditions
Absorbed O2 under standard conditions