biofilm2009_kennethjanning
DESCRIPTION
Biopelicula EPSTRANSCRIPT
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Presentation 29. april 2009Presentation 29. april 2009
Model-based optimization of the water treatment of recirculated
fish farms
Kenneth F. Janning
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Content of presentation
What is a recirculated fish farm?What is a recirculated fish farm?
Process water treatment technologies used Process water treatment technologies used
in recirculated fish farmsin recirculated fish farms
Market potentialsMarket potentials
Why use of biofilters in recirculated fish Why use of biofilters in recirculated fish
farmsfarms
Identified bottlenecks Identified bottlenecks
ModelModel--based optimisationbased optimisation
R & D R & D
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What is a recurculated fish farm?
Problem:Problem:
Water Quality (fish)Water Quality (fish)
Water Quality (water Water Quality (water
treatment kinetics)treatment kinetics)
TAN TAN mg (NHmg (NH44--N+NHN+NH33--N)/lN)/l
QQinin QQoutout
Fish tankFish tank
FiltrationFiltration
Biological water Biological water
treatmenttreatment
QQininmm33/d/d
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Recirculated fish farms
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37
Sludge deposit
Aeration
2
104
1
5
COD89
11
6
Microfiltration
UV treatmentFiltration CO2 stripping
NH4
Biological COD removal
Nitrification
Sludge dewatering
Fish tanks
Treatment technologies used in fully recirculated fish farms
Denitrification
IT
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Market potential, Aquaculture
Aquaculture production of fish in 1970: 0.7 kg/capita*
Production of fish in 2006: 7.6 kg/capita (6.9% annual growth production) or 51.6 mio. tons per year*
Production of fish in land-based and sea- based production facilities in 2008 constitutes more than 50% of the total fish consumption*
Growth in world population and reduction in natural fish capture will lead to investments in Aquaculture in the range of 20-40 Bill. USD within the next 20 years*
Danish Aquaculture production to be increased from 40,000 tons/year (today) to 115,000 tons/year in 2015
*FAO State of the world fisheries and aquaculture, 2008
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Why use biofilm technology in Aquaculture
AdvantagesAdvantages
Biofilters are ideal for removal of soluble substancesBiofilters are ideal for removal of soluble substances
Biofilters can maintain its biological capacity under Biofilters can maintain its biological capacity under
variable nutrient and flow conditionsvariable nutrient and flow conditions
The slowgrowing nitrifiers do not get washed outThe slowgrowing nitrifiers do not get washed out
Compact and simple designCompact and simple design
Integration of several processes like cooling, COIntegration of several processes like cooling, CO22stripping, aeration and aerobic oxidation stripping, aeration and aerobic oxidation
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Why use biofilm technology in Aquaculture
DisadvantagesDisadvantages
Nitrification sensitive towards organic overloadNitrification sensitive towards organic overload
Overgrowth of media (biofilm control)Overgrowth of media (biofilm control)
Detachment (biofilm control)Detachment (biofilm control)
Long innoculation periodLong innoculation period
Diffusion limited reaction rates limits the efficiency Diffusion limited reaction rates limits the efficiency
when biofilters needs to keep ammonia concentration when biofilters needs to keep ammonia concentration
very lowvery low
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Which types of biofilters is being used in Aquaculture
Trickling filtersTrickling filters
Submerged fixedSubmerged fixed--bed filtersbed filters
Moving bed biofilm reactors (MBBR)Moving bed biofilm reactors (MBBR)
Fluidized bed filtersFluidized bed filters
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Water Quality Demand in Aquaculture
E.H.Eding et al. (2006). E.H.Eding et al. (2006). Design and operation of nitrifying trickling filters in recirculDesign and operation of nitrifying trickling filters in recirculating ating
aquaculture: A reviewaquaculture: A review. Aquaculture Engineering, vol.34, pp. 234. Aquaculture Engineering, vol.34, pp. 234--260260
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Relation between Water Quality Demand and biofilter kinetics
E.H.Eding et al. (2006). E.H.Eding et al. (2006). Design and operation of nitrifying trickling filters in recirculDesign and operation of nitrifying trickling filters in recirculating ating
aquaculture: A reviewaquaculture: A review. Aquaculture Engineering, vol.34, pp. 234. Aquaculture Engineering, vol.34, pp. 234--260260
rrAA= 0,25 gTAN/m= 0,25 gTAN/m22/d /d necessarynecessary = 100 = 100 mm22rrAA= 0,22 gTAN/m= 0,22 gTAN/m22/d /d necessarynecessary = 113 = 113 mm22rrAA= 0,14 gTAN/m= 0,14 gTAN/m22/d /d necessarynecessary = 178 = 178 mm22
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Load variation (COD, NH4-N) in AquacultureProblem, load variationProblem, load variation
Addition of easily degradable organic matter, heterotrophic Addition of easily degradable organic matter, heterotrophic
bacteria grows up quicklybacteria grows up quickly
As a rule of thumb, when BODAs a rule of thumb, when BOD5 5 > 5> 5OO22 organic matter penetrates organic matter penetrates
the biofilm further than oxygen which removes the possibility fothe biofilm further than oxygen which removes the possibility for r
the nitrifying biofilm from growingthe nitrifying biofilm from growing
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Overgrowth of a nitrifying biofilmOvergrowth of a nitrifying biofilm
Population dynamics in Aquaculture biofilters
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Population dynamics in Aquaculture biofilters
Bovendeur et al. (1990). Bovendeur et al. (1990). FixedFixed--biofilm reactors in aquacultural water recycle systems: Effect obiofilm reactors in aquacultural water recycle systems: Effect of organic f organic
matter elimination on nitrification kinetics. Water Research, vomatter elimination on nitrification kinetics. Water Research, vol.24, No. 2, pp. 207l.24, No. 2, pp. 207--213213
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Rate of nitrification
g NH4-N/m2/d
TemperatureAlkalinity and pH
Load variation (fish feed)
COD concentration
Hydraulics
Surface efficiency
Biofilter media
O2-concentration
NH4-N concentration
Why use modeling for recirculated fish farms?
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Purpose of model-based modelling
Challenges Biological water treatment in recirculated Aquaculture
Understanding of pollution load and treatment performance (fish-feed strategy vs. Biofilter kinetics)
How to obtaining constant Water Quality in aquaculture plants
Improved operation strategies (monitoring and control)
Better treatment technologies
Model-based optimisation a powerful tool to test operation strategies, control, cost of operation etc., but most of all it is a strong learning tool for almost any user
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Recirculated aquaculture biofilm model (WEST)
Multilayer (10) dynamic biofilm model
1D biofilm model
Transport into biofilm by diffusion
Attachment-detachment processes included
Dynamic biofilm thickness prediction
Hydraulic film diffusion included
All ASMs can be used (bacterial Monod kinetics applied)
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Advantage-disadvantage using the WEST biofilm model
Challenges
Complicated to configure (manual or guide needed for quick configuration)
Model speed quite slow compared to activated sludge modelling (but maybe quick compared to other biofilm model simulators
Biofilm model calibration methods...
Benefits
Very user-friendly process interface
Possibility to visualise any concentration or component interactively
Possibility to control the model dynamically
Advanced multi-layer biofilm model
Excellent lear ning tool for scientists, consultants and operators
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FP1: GeosminAAU Biotek
FP2: CFD Hydraulic model of recirculated
aquaculture plantAAU Construction
FP3: Processmodel of recirculated aquaculture
plantDTU E&R
TP1: Microbiologic transformation of GeosminTI, aquaculture plants
Research projects:
Technology projects:
TP2: New treatment technologiesDHI, Billund, AKVAgroup, Inter Aqua Advance, Hydrotech
Siemens..
TP3:Monitoring and control
DHI, Oxyguard, Siemens, Bioras
Possible coorporation with foreign university
Innovation Consortium - REFA
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Proces modeling project, main activities
Innovation Consortium - REFA
Develop a new ASM modelmatrix specially designed for processes in Aquaculture, including:
1.Carbonate system (CO2 prediction)2.pH prediction based on most dominant buffer systems3.Calculation of ammonia gas concentration4.Use of particle size distribution instead of just soluble/particulate (S and X in ASM)5.Addition of particle dissolve processes 6.Develop new treatment processes like mecanic filtration and gas stripping that can be incorporated in WEST7.Calibrate and validate the developed mathematical model for general engineering use
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Thank you for your attention!