Sludge Flows on WWTPs
Sludge on Wastewater Treatment Plants
Definition
Suspension with strong water-binding properties (hydrophilic) of organic and inorganic origin
Sludge is formed during the liquid-solid-seperation by sedimentation, flitration, flotation or micro-screening
High-nutrient content (e.g. N, P, K, Mg, Ca), High pollutant content (e.g. heavy metals, PAH, AOX, pathogens)
Main components
Water : 99%
Solids : 1 %
Organic: 70-80%
Inorganic: 20-30%
Solids in raw water like food leftovers, faeces etc.
Biomass (excess sludge) - microorganisms
Chemicals - salts from precipitation like metal hydroxide or metal phosphate
Sludge Types
Objectives of Sludge Treatment
General objective: Prepare sludge for intended disposal
The type of disposal significantly determines the sludge treatment
Two ways of disposal:
Material recycling: Agricultural use, re-cultivation
Material dumping: Incineration and disposal of the ash
Stabilization of sludge
Break down active biomass content (high-molecular, organic substances in low-molecular, inorganic substances)
Reduction of odor-forming substances
Reduction of dry mass of sludge
Thickening/ Dewatering / Drying
Reduction of volume of sludge
Reduction of disposal costs
Disinfection (e.g. 30 min at 70°C)
Conditioning: Optimization of dewatering properties
Biogas production
renewable energy production (heat, electricity)
Reduction of energy consumption
Water Bound in Sludge
A) Free water: water in pores and gaps, water can flow -> gravity forces
B) Bound to solids in suspension and colloids: surface water -> mechanical forces, change electrical load (coagulation)
C) Capillary bounded water -> very strong mechanical forces
D) Water bounded cells -> Destruction of cell membrane (bio degradation, freezing, evaporation)
-> Increasind effort to remove water (A-D)
Reduction of sludge volume
Before Thickening
After Thickening
Static Sludge Thickening
(Sedimentation) tanke with rake device
Demolition of water lenses in settled sludge
Sludge removal via central sludge outlet
Sizing according sludge surface loading
Mechanical Sludge Thickening
Screen drum
Screw thickener
Belt thickener
Disc thickener
Thickener Pump
Centrifuge/ decanter
Belt thickener:
Sludge Stabilization
Biological sludge stabilization
Aerobic stabilization (required sludge age > 25 d)
Anaerobic stabilization (sludge digestion)
Chemical sludge stabilization
Addition of lime (increase of pH)
Pseudo-stabilization
Thermal sludge stabilization
Drying (pseudo-stabilization)
Anaerobic sludge stabilization
Sludge digestion tank
anaerobi mesophilic stabilization (35-37°C)
Sludge retention time: 10-30 days, sizing approx. 20 days
Typical design of digesters
Circulation of sludge by stirring, pumping or gas injection
Heating of sludge by internal exchanger, external heat exchanger or introduction of steam in sludge line
specific biogas production approx. 15-25 l/(PE*d)
Composition of biogas
Approx 65% CH4
Approx 35% CO2
N2, H2, H2S, NH3
Sludge Conditioning
Chemical sludge conditioning
Addition of chemicals which improve dewatering properties by reducing electric repulsion of sludge particles
Type and amount of coagulation aid depends on thickening/ dewatering process
Coagulation aids
Iron- or aluminium salts
Lime
Polyelectrolyts
Thermal sludge conditioning
(pressurised) heating, approx. 200°C
Sludge Drying
Drying by contact
Drying by convection
Crying by radiation
Radiation dryer
Solar dryer (sludge drying bed)
Solar thermal dryer
Sludge Disposal/ Utilization in Germany
Thermal treatment
Mono-incineration
Co-Incineration (power plants, cement works)
Agricultural use
Landscaping measures - re-cultivation of mining sites
Other material use
composting
Sewage Sludge Utilization on Soil
Advantages
Sewage sluge is thoroughly tested for pollutants, limits for heavy metals and organic pollutants are provided by law
High content of organic matter (favorable for the formation of humus)
Replenishment of necessary nutrients
Favorable phosphorus fertilizer, no import dependency
Disadvantages
In addition to the controlled substances, sewage sludge may contain a number of unknown or unregulated pollutants (e.g. nanomaterials, microplastics, …)
Possible risk of entry and accumulation of pollutants in soil
Risk of over-fertilization and nutrient leaching
direct plant availability of the phosphate depends esentially on the from in which the precipitation took place
Zuletzt geändertvor 2 Jahren