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Biological Reactions in Wastewater Treatment

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Title: Biological Reactions in Wastewater Treatment


1
Biological Reactions in Wastewater Treatment
2
Process Design/Optimization
  • Goal Alignment
  • Plant - wastewater treatment
  • Organic C Removal (BOD/COD ? CO2)
  • Nitrification (NH3 ? NO3-)
  • Denitrification (NO3- ? N2)
  • P Removal (? bio-P in sludge)
  • Good Sludge Settling/Retention (minimize TSS,
    turbidity, bacteria, virus)
  • Microbes
  • Survival
  • Growth

3
Maintenance
Survival
Energy
Oxidation
Growth
Oxidant
Growth
Materials
C5H7NO2
Assimilation
Biomass Source
C 50 N 14 P 3 K Na Trace elements
4
  • Heterotrophs
  • Organics for both energy and C sources
  • Organic C removers (? CO2)
  • Denitrifiers (NO3-/NO2- ? N2)
  • Enhanced P removers (PAOs, Polyphosphate
    Accumulating Organisms)
  • (Chemo)Autotrophs
  • Inorganics for Energy Source (chemo) CO2 for C
    source (auto)
  • Nitrifiers (NH3 ? NO2-/NO3-)

5
Nitrifiers
CO2
O2
NH3
Biomass
Ammonia Oxidizers (Nitrosomonas)
NO2-
H2O
NO2-
NO3-
Nitrite Oxidizers (Nitrobacter)
Low energy available from NH3/NO2- oxidation
High energy requirement for CO2 fixation
6
Heterotrophs
More reduced environment
Less energy derived
CO2
N2
CH4
H2O
H2S
Biomass
NO2-
CO32-
SO42-
O2
NO3-
Organic C
(Aerobic) Respiration
Methanogenesis
Denitrification
Organic C Removal
Sulfate Reduction
7
P Removal by PAOs
H3PO4
PHB
Poly-P hydrolysis
Organic C
H3PO4
CO2
H2O
Biomass
O2
Poly P formation
Organic C
8
Competition for Food in Anaerobic Selector
PAOs
Breakage of high-energy bonds
Fermentative Microbes
9
Limiting Nutrient Effect of HRT, SRT, F/M EPS
Production
10
Environmental Parameters
  • Temperature
  • pH/Alkalinity
  • DO
  • ORP
  • Mixing

11
Temperature
12
Temperature-Induced Population Change
13
Some points about T
  • Cell activities release heat, rates depend on
    cell concentration and activities
  • Heat transfer (aeration, water vaporization,
    insulation, mixing)
  • High foaming at high temperatures
  • High temperature sensitivity of nitrifiers

14
Process Parameters in BNR
  • Nitrification

Temperature Min. Sludge Age
5oC 22 days
10oC 10 days
15oC 6 days
20oC 4 days
15
pH -logH
16
Some points about pH
  • Cell energy generation depends on
    proton-motive-force (essentially a pH gradient
    across cell membrane)
  • Affects ionic charges of molecules consequently,
  • Transport across cell membrane
  • Water solubility
  • Hydrophobic/hydrophilic properties
  • Coagulation/flocculation/aggregation
  • Etc.

17
pH
  • Basic Compounds/Ions
  • NH3
  • Acidic Compounds/Ions
  • CO2/H2CO3
  • HNO3/HNO2
  • H3PO4

18
pH vs. Alkalinity
  • Alkalinity Concentration of bicarbonate HCO3-
  • CO2 H2O ? H2CO3 ? H HCO3- ?2 H CO32-
  • Primarily consumed or generated in pH-regulation
    (a buffer)
  • Very small amounts consumed in building nitrifier
    biomass, or generated (as CO2) from
    metabolism/respiration

19
pH
20
pH in Anoxic/Anaerobic Stage of SBR
21
pH in Aerobic Stage of SBR
22
DO
  • Concentration of dissolved O2 in the water
  • Available for respiration (energy generation)
  • Upper Limit (Solubility)
  • Air (21 O2, 79 N2)
  • 8 ppm (mg O2/L) at 200 C
  • Pure O2 (100 O2)
  • 36 ppm
  • Decrease w/ increasing T

23
DO
Microbe
Bubble
O2
DO100
Bulk
DO measured
0
24
DO
Oxygen Transfer Rate Oxygen Uptake Rate
Supply - Demand
25
DO
  • OTR kLa (DO100 - DO)
  • kLa Oxygen Transfer Coefficient
  • Aerator design
  • Mixing speed
  • Aeration rate
  • Mixed-liquor properties (esp. viscosity)
  • DO100 Solubility
  • gas (air or O2-enriched air)
  • Temp
  • ML properties (weakly)


26
DO
  • OUR (TS) ? (SOUR)
  • SOUR depends on
  • DO
  • Energy Source Concn

27
Monod Behavior
SOUR
max
½ max
Km
DOcrit.
DO
  • DOcrit. differ w/ microbial species
  • 0.15 ? mg/L Heterotrophs
  • 0.75 1.5 mg/L Nitrosomonas (NH3 oxidizers)
  • 2.0 5.0 mg/L Nitrobacter (Nitrite
    oxidizers)

28
kLa (DO100-DO) - (TS)(SOUR)
Aerobic
Anoxic/Anaerobic
Ammonia Valley
29
ORP (Oxidation-Reduction Potential)
  • Extension of DO to anoxic/anaerobic stages
  • Other oxidants, NO3-/NO2-, Fe2, SO42-, CO32-
    present for anaerobic respiration
  • A measure of oxidizing ability, lumping effects
    of all components present
  • ORP f(DO, pH, everything)
  • Decrease linearly w/ increasing pH
  • Increase w/ log(DO), more sensitive at low DO

30
ORP in SBR Experiments
Nitrate Knee
31
Process Parameters in BNR
ORP Metabolic Conditions/Reactions
50 to 225 mV Aerobic / Oxidation of Organic Carbon
100 to 325 mV Aerobic / Nitrification
50 to -50 mV Anoxic / Denitrification
-100 to -400 mV Anaerobic / Fermentation
32
Mixing
  • Bulk mixing minimize variation of local
    environmental conditions sensed by microorganisms
  • Interfacial mixing create shear or relative
    motion
  • between air(bubble) and water, affects
    oxygenation efficiency
  • bewteen membrane surface and water, affects
    biofilm thickness in MBR
  • between water and flocs, affects floc size

33
Monitoring/Control Parameters
  • Water-Phase Properties
  • DO (Dissolved Oxygen Concentration)
  • pH
  • ORP (Oxidation-Reduction Potential)
  • Sludge-Phase (Microbial) Properties
  • Culture Fluorescence
  • NADH
  • Protein

34
Fluorescence
  • absorption of light at a specific wavelength,
    followed by emission of light at a longer
    wavelength
  • high selectivity
  • high sensitivity
  • high speed
  • high stability, low maintenance

35
NO2-
Present in ALL living organisms
36
  • (NAD NADH) relatively constant for each
    species
  • NADH/NAD ratio varying w/ metabolism, responding
    to environment

37
  • NADH is fluorescent
  • excitation 340 nm, emission460 nm
  • NAD is not fluorescent

38
NADH Fluorescence
  • Intracellular ORP (opposite)
  • Not affected by pH per se (Intracellular PH
    constant)
  • selectively reflecting the oxidation-reduction
    pair involved, insensitive to interferences

39
  • Step change w/ oxidation mechanisms
  • Anaerobic gt Anoxic gt Aerobic

40
Online NADH Fluorescence at Oaks WWTP
41
Increase w/ (F/M)
42
(No Transcript)
43
SND in a sludge floc - Microscopic
DO concentration gradients can create anoxic
zones within sludge flocs
44
Protein Fluorescence
  • Primarily from tryptophan residues
  • Excitation 290 nm
  • Emission 350 nm
  • Regardless live or dead organisms
  • Proven useful in sludge digestion

45
Los Lunas, NM5.1 TS, Low DO
46
Protein Fluorescence
  • Not studied for applicability in liquid side of
    WWT
  • For plants w/ protein-rich influent water,
    protein fluorescence of influent water as a
    measure of BOD
  • For plants w/ water of minimal protein contents,
    ML protein fluorescence may correlate w/ MLVSS
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