1 chee 370 waste treatment processes lecture #22 anaerobic digestion
TRANSCRIPT
![Page 1: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/1.jpg)
1
CHEE 370Waste Treatment
Processes
Lecture #22
Anaerobic Digestion
![Page 2: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/2.jpg)
2
Sludge Handling
“50% of the cost, 90% of the headache”
Process Objectives: Reduce the volume (Remove water) Reduce the organic content Reduce # of micro-organisms and pathogens
“Stabilize the Sludge”
![Page 3: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/3.jpg)
3
Sludge Thickening
Wasted sludge (both primary and waste-activated) is “thickened” - the solids content is increased by removing some of the liquid Makes handling the sludge more manageable Reduces the required size for the anaerobic
digesters and storage tanks Minimizes the energy requirements for
subsequent processes such as heat drying
Typically accomplished by physical means
![Page 4: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/4.jpg)
Metcalf and EddyRead textbook pages 1488 - 1489.
![Page 5: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/5.jpg)
5
Gravity Thickening
Metcalf and Eddy
![Page 6: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/6.jpg)
6
Centrifugal Thickening
Metcalf and Eddy
![Page 7: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/7.jpg)
7
Centifugal Thickening
![Page 8: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/8.jpg)
Primary sludge~ 45,000 mg/L solids
Contains untreated biodegradable material Thickened wasted activated
sludge~ 40,000 mg/L solidsContains active biomass
Sludge
![Page 9: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/9.jpg)
9
Anaerobic Digestion
Involves methanogenic bacteria which grow on very simple carbon sources
2 General Types of Methanogens:1. H2-utilizing methanogens
4 H2 + CO2 CH4 + 2H202. Acetoclastic methanogens
CH3COOH CH4 + CO2
Strict anaerobes (O2 is lethal)
![Page 10: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/10.jpg)
10
Anaerobic Digestion
Anaerobic growth is a very slow process Typically operate at higher temperatures (35 °C is optimal
for methanogenic bacteria) to get high levels of conversion and minimize the reactor volume
Methanogens grow best at pH 7.0 - control the pH closely
By thickening the solids before digestion, the amount of water that needs to be heated is minimized Reduces energy requirements and cost
![Page 11: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/11.jpg)
11
Anaerobic Digestion
Objectives
1. Destruction of organic material Reduce the oxygen demand of the sludge - thereby
making it more “stable” and suitable for release to the environment
Accomplished through oxidation Methane is formed in the process Methane can be used to run the heating system for the
anaerobic digester
2. Pathogen Destruction Anaerobic digestion at 35 °C and at a solids retention time
of 15 days will lead to a high level of pathogen destruction
![Page 12: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/12.jpg)
12
Anaerobic Digestion
Objectives
3. Increase “dewaterability” of the final sludge
Wasted activated sludge cannot be thickened to more than 5% (50,000 mg/L)
Primary sludge can be thickened to as much as 6%
Sludge after anaerobic digestion can be thickened to as much as 130,000 mg/L
If dewatering is applied after digestion, the sludge can be thickened to as much as 25%
![Page 13: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/13.jpg)
13
Anaerobic Digestion
• Methanogenic degradation of complex substrates requires a concerted effort of many bacterial species
• Three Stage Process:1. Hydrolysis and Fermentation2. Acetogenesis and dehydrogenation3. Methanogenesis
![Page 14: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/14.jpg)
14
Step 1
Hydrolysis and Fermentation
Performed by various facultative bacteria Does not reduce the COD of the sludge
Carbohydrates simple sugars Proteins amino acids Sugars and amino acids fatty acids and
alcohols (fermentation) Lipids long chain fatty acids
Hydrolysis of lipids is the rate-limiting step Important for the design of the digesters
![Page 15: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/15.jpg)
15
Step 2Acetogenesis and Dehydrogenation
Organic acids and alcohols are further degraded by bacteria to produce acetic acid and H2
4 H2 + CO2 CH4 + 2H20
CH3COOH CH4 + CO2
Virtually all COD into the digester ends up as methane Methanogenic bacteria have a very low yield - only a
small amount of biomass is produced
Step 3Methanogenesis
![Page 16: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/16.jpg)
16
Anaerobic Digestion
Decomposition of organic and inorganic matter in the absence of oxygen
Main process used for the stabilization of sludge from municipal WW treatment Advances in the design of digesters have made
the process relatively economical There are beneficial uses for the digested sludge Methane produced in the digestion can be used
as fuel
![Page 17: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/17.jpg)
17
Heterotrophs vs Methanogens
Activated Sludge (Heterotrophs)
Anaerobic Digestion
(Methanogens)
Bacteria Archaea
Assume they require aerobic growth conditions
Strict anaerobic growth conditions
Typical yield range:
0.3 - 0.5 g VSS/g bCOD
Typical yield range:
0.05 - 0.10 g VSS/g COD
max at 20 C:
3 - 13.2 d-1
max at 35 C:
0.3 - 0.38 d-1
Tables 8-10 and 10-10 in the text provide ranges for other parameters.
![Page 18: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/18.jpg)
18
Effect of H2
Effective anaerobic digestion requires a diverse microbial community
Hydrogen gas partial pressure is the key to balancing the reactions and populations present in the reactor Formation of acetic acid and H2 by anaerobic oxidation is
inhibited by high ppH2
Methanogens cannot use organic acids other than acetic acid
H2-utilizing methanogens must remove H2 as fast as it is produced to allow anaerobic oxidation to proceed
![Page 19: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/19.jpg)
19
Effect of pH
Acid forming bacteria (pH 4.5 - 5) are much more tolerant of low pH than methanogens (pH 7.0)
Production of volatile fatty acids (VFAs) decreases the sludge pH Normally counterbalanced by buffering associated with
cellular CO2 production
Imbalances reduce the pH of the system, impairing methanogenesis “Stuck” or “Sour” digester Compounding problem - requires immediate attention
![Page 20: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/20.jpg)
20
Effect of Temperature Acid forming bacteria have a much higher maximum
specific growth rate (max) that changes more dramatically with temperature, as compared to methanogens
Where: kT = reaction-rate coefficient at temp. T (C) k20 = reaction-rate coefficient at 20 C = temperature-activity coefficient T = temperature (C)
kT k20(T 20)
![Page 21: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/21.jpg)
21
Digester Design Factors
1. ******Solids retention time******
2. Hydraulic retention time
3. Temperature
4. Alkalinity
5. pH
6. Presence of inhibitory substances
7. Nutrient availability
8. Methane production
![Page 22: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/22.jpg)
22
Single-Stage Digestion
Uniform feeding is importantTotal solids are reduced by ~ 50 %May have fixed or floating covers (Methane + Oxygen = Trouble)
Metcalf and Eddy Figure 14-20
![Page 23: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/23.jpg)
23
Two-Stage Digestion
Not common in current practiceFirst tank is for digestionSecond tank is primarily for storage
Metcalf and Eddy Figure 14-20
![Page 24: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/24.jpg)
24
Basic Model for Anaerobic Digestion (AD)
Want to know:1. Quantity of solids leaving the digester2. VSS and TSS destruction in the digester as a function of
the SRT3. How much methane is produced
Simple model: CSTR with no recycle HRT = SRT ( = c = V/Q)
No additional equations will be provided on the equation sheet - develop the relationships from basic mass balances and understanding of the process
![Page 25: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/25.jpg)
25
AD Model Assumptions Design based on the rate-limiting step - breakdown of
volatile fatty acids (VFAs)
Non-biodegradable fractions of COD remain unchanged by the digestion process
Heterotrophic bacteria only decays and the COD associated with decay will be accumulated as VFAs available to the methanogens
Complete hydrolysis and fermentation of biodegradable organic matter -> fully available to methanogens
Use the kinetics for the growth of the methanogens to determine the minimum SRT, then use this value with a safety factor to determine the operating conditions
![Page 26: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/26.jpg)
26
Minimum SRT Calculation
Where: umax,m = maximum specific growth rate for the methanogens Kd,m = decay rate for the methanogens
min Kvfa Svfa,available
Svfa,available (max,m kd ,m ) Kvfa kd ,m
![Page 27: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/27.jpg)
27
Factor of Safety for Growth
It is necessary to provide a factor of safety for methanogen growth (prevent “stuck” digester) and headspace
Use a factor of safety of at least 2.5
The ministry of the environment requires at least 15 days SRT at 35 C Compare with your calculation and select the larger value
design 2.5min
![Page 28: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/28.jpg)
28
Heterotroph Mass Balance
Assume there is no growth - only decay Perform a mass balance on the digester for the
heterotrophic bacteria:
As the SRT increases, the amount of active heterotrophic biomass in the effluent decreases
XH XH ,o
1 kd ,H c
![Page 29: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/29.jpg)
29
Debris Mass Balance
Debris (XD) can enter the digester in the influent (XDo) stream and is also generated during biomass decay
Perform a debris mass balance on the digester :
Where fd = debris fraction of the degraded biomass (fd ranges from ~ 0.08 - 0.20)
XD XDo fd XH ,okd ,H c1 kd ,H c
![Page 30: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/30.jpg)
30
VFAs for Methanogens
Multiple Sources: Soluble biodegradable COD (Ss)
Biodegradable particulate COD (Xs) Decay of heterotrophic biomass
Svfa,available Ss XS (1 fd )XH ,okd ,H c1 kd ,H c
![Page 31: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/31.jpg)
31
Effluent VFA and Formation of Methanogenic Bacteria
CSTR without recycle
Svfa Kvfa (1ckd ,m )
c (max,m kd ,m ) 1
Xm Ym (Svfa ,available Svfa )1c kd ,m
![Page 32: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/32.jpg)
32
Methane Production
COD balance can be performed in order to determine the amount of methane produced
CODin = Q(SSo + XSo + XHo + XDo)
CODout = Q(Svfa + XH + Xm + XD)
CODin = CODout + CODmethane produced
CH4 + 2O2 CO2 + 2H2O
64 g COD/mol CH4
![Page 33: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/33.jpg)
33
Methane Production
Use the ideal gas law to calculate the volume produced per day (V=nRT/P)
Textbook example 7-9, p. 633 - Effect Of Temp! Volume of methane produced per day:
Where mCH4 is mass-COD of CH4 produced/time
FCH4 mCH4RT
64P
![Page 34: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/34.jpg)
34
Methane Gas Production
Conversion of COD to methane gas Consider glucose (C6H12O6)
Show: 0.35 L CH4/g COD consumed at STP
![Page 35: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/35.jpg)
35
Anaerobic Treatment of a Single Compound
Assume a single substrate is fed to an anaerobic digester at a flowrate of 1 L/day and at a concentration of 10,000 mg COD/L. The effluent COD concentration is to be less than 500 mg-COD/L and the transformation will be carried out by methanogens.
REMEMBER: ALWAYS DRAW A DIAGRAM!
![Page 36: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/36.jpg)
36
Determine: The SRT [50 days] The reactor volume [50 L] The recommended design volume [125 L] The volume of methane produced per day under standard
conditions in the designed reactor [3.3 L/d] Volume of methane produced at 35 ºC [3.72 L/d]
Given: μmax= 0.15 d-1
kd=0.03 d-1
Kvfa=1000 mg COD/L
Ym=0.03 mg VSS/mg COD
![Page 37: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/37.jpg)
Previously:
If Svfa,available >> Kvfa:
And:
min Kvfa Svfa,available
Svfa,available (max,m kd ,m ) Kvfa kd ,m
min 1
(max,m kd ,m )
design 2.5min
![Page 38: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/38.jpg)
38
Digester Volume
When designing the digester, it is important to include additional “head space” for the methane gas that is produced during the anaerobic digestion
Typically, an additional 25% volume is included in the design
This increase in volume does not influence the SRT
![Page 39: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/39.jpg)
39
Anaerobic Treatment of Mixed Composition Sludge
Combined Sludge Flow m3/day 210
TSS mg-TSS/L 21619
VSS mg-VSS/L 17073
Soluble biodegradable COD mg-COD/L 87
Soluble non biodegradable COD mg-COD/L 29
Particulate biodegradable COD mg-COD/L 18733
Active biomass concentration mg-COD/L 1256
Biomass debris mg-COD/L 989
Particulate non-biodegradable COD mg-COD/L 9413
Consider a waste treatment plant where the primary sludge and wasted activated sludge (WAS) are blended and sent to an anaerobic digester. The combined sludge is determined to have the following characteristics:
![Page 40: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/40.jpg)
40
Design of the Anaerobic Digester
The digester is to be operated at an SRT of 15 days, according to the Ministry of the Environment’s minimum regulations
Assume the following parameters apply: max, m= 0.27 d-1,
kd,m= 0.03 d-1
Kvfa = 2000 mg COD/L
Ym= 0.03 mg COD/mg COD
kd,h = 0.22 d-1
fd = 0.2 VSS/TSS for particulate organic fraction = 0.90 mg VSS/mg TSS
![Page 41: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/41.jpg)
Calculate: Svfa,available [19590 mg-COD/L] Confirm that the ministry guideline for the SRT is
the appropriate choice for operating the system The recommended design volume for the
digester [3940 m3] Volume of methane produced per day in the
system at 35 C and 1 atm (Careful - biomass is already in COD units!) [1500 m3/d] Svfa [1115 mg-COD/L]
Xm [382 mg-COD/L]
XD [1182 mg-COD/L]
![Page 42: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/42.jpg)
42
% VSS Destruction
VSSin = 17073 mg/L (In this example)
VSSout = XH + XD + Xm + Xnon-biodeg particultes
Remember to convert from COD to VSS units % VSS destruction ~ 54 %
%VSSdestructionVSSin VSSout
VSSin100%
![Page 43: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/43.jpg)
43
% TSS Destruction
TSSin = 21619 mg/L (In this example)
TSSout = FSS + XH + XD + Xm + Xnon-biodeg particultes
Remember to convert appropriately to TSS units (given 0.9 mg VSS/mg TSS for the particulate organic fraction)
% TSS destruction ~ 47 %
%TSSdestructionTSSin TSSout
TSSin100%
![Page 44: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/44.jpg)
Methane is a usable product, and the amount of biomass produced through AD is low, so why don’t we use it for WW treatment in general?
Slow growth kinetics requires long SRT (large reactor volumes)
High temperatures required - COD present in WW will not generate sufficient methane to heat water to 35 °C
Effluent is not of sufficient quality Nitrifiers do not grow under anaerobic conditions Effluent from the digester usually contains high ammonia
concentrations Liquid stream from sludge processing is usually fed back
into the AS system
![Page 45: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/45.jpg)
45
Sludge Handling and Disposal
Heat Drying
Used to prepare the sludge for incineration or for sale as fertilizer
Sludge moisture content after drying is ~ 10% Dried sludge is termed “biosolids”
The high cost of drying and relatively low levels of nutrients in the biosolids have limited its use as a fertilizer
![Page 46: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/46.jpg)
46
Sludge Handling and Disposal
Incineration
Complete oxidation of the biosolids to produce CO2, H20, and ash
Advantages: Maximum volume reduction Destruction of persistent pathogens and toxins Potential to obtain energy
Limitations: Expensive Requires trained operators and constant monitoring Environmental impact Concerns with the disposal of the ashes
![Page 47: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/47.jpg)
47
Ultimate Disposal Ocean dumping of sludge is discouraged or prohibited Lagoons can be used for sludge disposal in remote locations
Excess liquid from the lagoon is returned back to the WW treatment plant
Landfills or land application are the most commonly used methods of disposal
Landfills are used for disposing sludge, grease, grit, and other solids Wastes are deposited in a designated area, compacted with a
tractor or roller, and covered with a 30 cm layer of clean solid or composted sludge to minimize odours and prevent attracting flies, rodents etc.
![Page 48: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/48.jpg)
48
Land Application Agricultural lands, forests, golf courses, parks … Concerns with public health risk through direct exposure or
consumption of contaminated crops and groundwater Controlling factors:
Utilization rate of nutrients by crops and vegetation Potential of plants to uptake toxic components (mainly metals)
from the sludge Accumulation of metal and salts in the soil Aesthetic
Standards and guidelines are developed based on toxicity studies and bioaccumulation within individual species and through food chains
![Page 49: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/49.jpg)
49
Review
Anaerobic Digestion
Decomposition of primary and wasted activated sludge (WAS) in the absence of oxygen Uses methanogenic bacteria Low biomass yields and methane gas production Digester modelled as a CSTR without recycle Design based on volatile fatty acids (from a
variety of sources) as the limiting substrate
![Page 50: 1 CHEE 370 Waste Treatment Processes Lecture #22 Anaerobic Digestion](https://reader036.vdocuments.net/reader036/viewer/2022062308/56649d175503460f949ed7ce/html5/thumbnails/50.jpg)
50
Review
Anaerobic Digester Design
Relevant Design Questions: How much methane is produced?
Solve using COD balance (64 g COD/mol CH4)
Quantity of solids leaving the digester? What is the % VSS and % TSS destruction across
the digester?
Important to always keep track of your units!