Aeration

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Scientifi article of aeration

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  • Presentado por:

    Roberto Balda Ayala MsC. Ingeniera Sanitaria

  • 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

  • DESORPTION OXYGEN RELEASE: algal activities

    RELEASE OF TASTE AND ODOUR: volatile substances

    RELEASE OF METHANE, H2S: anaerobic conditions

  • INDUCED GAS TRANSFER BY AERATION

    O2 TO GROUNDWATERS

    O2 TO SEWAGE

    CO2 REMOVAL

    NH4 REMOVAL

    CH4 REMOVAL

    VOLATILE OILS REMOVAL

  • ELEMENTS OF AERATION

  • towerTOWER Bandeja

    Carbn coque

    Soportes de la torre

  • 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

  • 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

  • (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

  • 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)

  • 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

  • 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)

  • Slope: KLa 2.3

    t

    Log (Cs-Co)

    (Cs-C)

    0.1

    1.0

    Lab measurement of Oxygen Transfer Coefficient KLa

  • 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