solid/ sludge management. s olid and b iosolids solids and biosolids the largest waste (in volume)...
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SOLID/ SLUDGE
MANAGEMENT
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SOLID AND BIOSOLIDS
SOLIDS AND BIOSOLIDSThe largest
waste (in volume)
Form:liquid or semisolid liquid (0.25-12% solid)
Term biosolid: WW solid are organic product that can be used beneficially
after treatment (WEF 1998)
Term sludge: used only before achieve
beneficial use criteria
Term solid: if uncertain
criteria
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SOLIDS SOURCES
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SCHEMATICS DIAGRAM OF CONVENTIONAL ACTIVATED
SLUDGE
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CHARACTERISTICS AND QUANTITIES OF WASTE SLUDGE
To estimates the raw solids removed by plain sedimentation:
Where Wp = raw primary sludge solids (g/d) f = fraction of SS removed in primary settling SS = suspended solids in unsettled ww (g/d)
SS .W fp
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To estimates the secondary treatment solids generated:
Where Ws = biological sludge solids (g/d) K = fraction of applied BOD that appears as excess biological solid.
K depend on F/M ratio or bacteria growth rate. BOD = BOD in applied ww after primary sedimentation(g/d)
Total sludge solids production in conventional treatment plant with primary and secondary treatment, Wps = Wp+Ws
BOD .W Ks
CHARACTERISTICS AND QUANTITIES OF WASTE SLUDGE
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Volume of wet sludge, V (Liter)
Where W = weight of dry solids, kg s = solids content p = water content
100100
100p
WsW
V
CHARACTERISTICS AND QUANTITIES OF WASTE SLUDGE
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EXAMPLE
A ww with 200 mg/L BOD and 220 mg/L SS is processed in trickling filter plant. K=0.34. Assuming 50% SS removal and 35% BOD removal from primary clarifier:
i) Estimates the quantities of sludge solids from primary and secondary biological filtration per cubic meter of ww treated.
ii) Calculate volume of wet sludge from final clarifier and combined with solid content 5%.
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SLUDGE COMPOSITION Predominantly water
Micro-organisms
Viruses, pathogens, germs in general
Organic particles, heavily bio-degradable
Organic compounds, inert, adsorpted to sludge flocs
Heavy metals
Micro-pollutants, pharmaceuticals, endocrine disrupters
All non-degraded compounds extracted from wastewater are found in the sludge
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SLUDGE CHARACTERISTICS
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SLUDGE TREATMENT GOAL• Thickening • Dewatering
Volume reduction
• If used in agriculture as fertiliser or compost Elimination of
pathogenic germs
• Gas production • Reduction of dry content and odour• Improvement of dewatering
Stabilization of organic substances
• Nutrients, fertilizer • Humus • Biogas
Recycling of substances
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SLUDGE TREATMENT ALTERNATIVES
Eckenfelder & Santhanam (1981)
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SLUDGE PROCESSING
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THICKENING
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SLUDGE THICKENING
Used to increase solid content of sludge by removing removing a portion of liquid fraction
Usually accomplished by physical means; e.g settling, flotation, centrifugation, gravity belt and rotary drum.
Why is it important? 1. Beneficial to the subsequent treatment processes
from the following stand points: Capasity of tanks and equipment required Quantity of chemical required for sludge conditioning Amount of heat (in digester) and fuel required for heat
drying and incineration
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SLUDGE THICKENING
2. Cost reduction
-small pipe size and pumping cost
3. Liquid sludge can be transported easily
In designing thickening facility, it is important to:
Provide adequate capasity to meet peak demand Prevent septicity, with its attendant odor problem.
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Gravity belt thickener
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Schematic diagram : CENTRIFUGAL THICKENING
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EXAMPLE
Estimate the sludge volume reduction when the sludge is thickened from 4% to 7% solids concentration. The daily sludge production is 100 m3.
Solution:
1. Calculate amount of dry sludge produced
2. Calculate volume in 7% solid content
3. Calculate percentage of sludge volume reduction
Ans: 42.9%
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EXAMPLE:
Primary sludge containing trickling filter humus is gravity thickened in circular tank with 3.6m dia. and 3 m side water depth. The applied sludge is 10 m3/d with 4.5% solids and the thickened sludge withdrawn is 5 m3/d at 7.5% solids. The blanket of consolidating sludge in the tank has a depth of 1 m. For odour control, 170 m3/d of treated wastewater is pumped to the tank along with sludge to increase overflow rate. Calculate:
Solid loading
% solid captured
Overflow rate
Solid retention time
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STABILIZATION
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STABILIZATION Stabilization process of sludges for volume reduction, production
of usable gas (methane), and improving the dewaterability of sludge
Solids and biosolids (sludge produced from primary or secondary treatment) are stabilized to:
- reduce pathogens
- eliminate offensive odors
- inhibit, reduce, or eliminate the potential for
putrefaction (decay, decompose of organic matters).
Therefore, stabilization involves the reduction of volatile content and addition of chemicals to solid and biosolid and…
Not suitable for survival of microb
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STABILIZATION
Aerobic digestion
Anaerobic digestion Composting
Alkaline Stabilization
STABILIZATION
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Gravity Thickener
Thickened sludge
Picket fence
Scum scimmerInflow
Sludgeliquor
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Thickening by Flotation
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Flotation unit
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Processes in digester
Biogas production: 63% CH4 (Methane) 35% CO2 2% other gases (N2, H2, H2S)
electricity and heating
Anaerobic degradation
34242275 HCO2NH2CO3CH5OH8NOHC2
Organic nitrogen is converged to NH4+
N-loading of WWTP
Degradation of organic substances of app. 50%
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Characteristic values of digester
Mean residence time of sludge
Small units, badly mixed
Medium size units with mixing
Large plants with mixing
< 30 d
20 d
12 – 16 d
Biogas production related to degradation of organic substances 0.9 m3 / kg VSSdegr.
Degradation of organic substances 40 – 55%
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• Activated sludge tank is larger than that combined with an anaerobic sludge stabilisation
• No biogas production
• High sludge age SRT, app. 25 d
Simultaneous aerobic sludge stabilisation
• No primary clarifier no primary sludge
• Possibly combined with storage or thickener unit
• Stable and simple operation
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Comparison between anaerobic and aerobic processes
Anaerobic Aerobic
Organic loading rate
High loading rates:10-40 kg COD/m3-day Low loading rates:0.5-1.5 kg COD/m3-day(for high rate reactors, e.g. AF,UASB, E/FBR) (for activated sludge process)
Biomass yieldLow biomass yield:0.05-0.15 kg VSS/kg COD High biomass yield:0.35-0.45 kg VSS/kg COD
(biomass yield is not constant but depends on types of substrates metabolized)
(biomass yield is fairly constant irrespective of types of substrates metabolized)
Specific substrate utilization rateHigh rate: 0.75-1.5 kg COD/kg VSS-day Low rate: 0.15-0.75 kg COD/kg VSS-day
Start-up timeLong start-up: 1-2 months for mesophilic
: 2-3 months for thermophilicShort start-up: 1-2 weeks
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Anaerobic Aerobic
SRT
Longer SRT is essential to retain the slowgrowing methanogens within the reactor
Microbiology
Anaerobic processes involve multi-step chemical conversions and a diverse group of microorganisms degrade the organic matter in a sequential order
Aerobic process is mainly a one-species phenomenon, except for nutrient-removal processes
Environmental factors
The process is highly susceptible to changes in environmental conditions
SRT of 4-10 days is enough for the activated sludge process
The process is more robust to changing environmental conditions
Comparison between anaerobic and aerobic processes
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ANAEROBIC SLUDGE DIGESTION
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SludgeDigestion:Anaerobic
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DEWATERING
DRYING
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Volume reduction
Water content in stabilised sludge > 95% !
Reduction of water content and volume
Sludge volume
SWDSWDSS VVVVV With water content
S
WW V
V
DSW
S VV
1
1
non-linear relation!
0
5
10
15
20
25
0,0 0,2 0,4 0,6 0,8 1,0
Water content W
rela
tive
vo
lum
e VS
/VDS
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12 Sludge treatment Urban Water Systems © PK, 2006 - page 39
Volume reduction
0
5
10
15
20
25
30
35
40
45
50
1 10 20 30 40 50 60 70 80 90 100
dry matter [%]
ma
ss [t] (
volu
me
[m
³])
.
Thickening Dewatering Drying
Dry matter
Water
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Dewatering
Conditioning with flocculation agents (poly-electrolytes) for efficient dewatering
Decanter Continuous
Chamber filter press (large plants)
Batch-wise
Belt filter press (small plants)
continuous
Centrifuge
Hydraulic pressure through plates in water-tight chambers
Unit Operation Method
Pressed between two filter belts around staggered rollers
W DS
> 0.7 < 0.3
> 0.6 ≤ 0.4
> 0.7 ≤ 0.3
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CENTRIFUGE
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FILTER PRESS
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FILTER PRESS
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Drying bed
• Thin sludge layer (< 20 cm)
• Sand layer as drainage and filter layer
• Sludge is first dewatered by drainage
then air-dried through evaporation
• Applicable for small plants
Plant type Specific surface
Only mechanical treatment 13 PE/m2
Trickling filter 6 PE/m2
Activated sludge plant 4 PE/m2
Dimensioning W 0.55 (Imhoff, 1990)
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Starting the drying process
Filling the drying bed with sludge
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Drying
Vaporisation of water content
Partial drying W 0.3 – 0.4
Full drying W down to < 0.1
Contact drying over heated areas
Drying by convection through hot air counter-current inlet app. 600°C, outlet app. 300°C (Imhoff, 1999)
For large plants
Disposal is critical: fire, dust explosion
In granulate form as fertiliser
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SLUDGE DISPOSAL/R
EUSE
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Use in agriculture
Recycling of nutrients, from stabilised sludge
Problems
• Acceptance
• Heavy metals
• Micro-pollutants, pharmaceuticals, endocrine disruptors
Liquid sludge
Dewatered sludge
Dried sludge
P- and N-fertiliser
P-fertiliser, N as storage product
P-fertiliser
Sludge treatment Fertiliser*
* Limit re. over-fertilisation
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Composting
Aerobic biological degradation of organic substances
Prerequisites Stabilisation
Dewatering
Hygienisation
Approach
• Structure means: straw, wood, saw dust, wood chips
• Mixture app. 1:1
• Water content app. 0,65
Requirements are more demanding than for sludge use as fertiliser!
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Incineration Use of energy content, but not of nutrients
Mono incineration (sludge exclusively)
Co- incineration
• In solid waste incinerators
• In cement production, ash is bounded to cement
• Calorific value of sludge high enough no biogas use before, no stabilisation
• Water content not minimised (no full drying)
• Fluidised bed incinerator, incineration at 800 – 950°C in fluidised sand bed
• Expensive!
• In coal power station
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Fluidized bed sludge incineration
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THANK YOU