broni wwtp mbbr technology - · pdf filebroni: block diagram final solution cas refurbishment...
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Context
BRONI
� Upgrading & refurbishment
� From Carbon to Nitrogen Removal� 15 mg/l TN
� 25 BOD
� 15 SS
� 17.500+35.000 P.E.� 3.100 kg/BOD/d
� 624Kg TN/d
� 104 kg P/d
� 3.120 kSS/d
� Flow rate (extension)� DWF avg = 7.000 m3/d
� WWF peak = 750 m3/h
� Tender: 5,1 M€
BRONI: existing WWTP
CASCAS
� Coarse screening
� Pumping station
� Fine screening
� Sand and fat/grease
removal
� Pre-aeration
� Primary clarification
� CAS ( 2 lines)
� Final clarification ( 2 lines)
� Final disinfection
BRONI: block diagram final solution
CASCAS
refurbishmentrefurbishment
MBBRMBBR
New New lineslines
� Coarse screening 30 mm
� Pumping station
� Storm tank
� Flow repartition
� Fine screening 3 mm
� Sand and fat/grease removal (2
lines)
� MBBR Biological reactor (2
� Fine screening step screen - 3 mm (new)
� Sand and fat/grease removal (1 line -
existing)
� Anoxic selector & P removal (1 line – ex lines)
� Pre-DN
� Carbon removal
� Nitrification
� Final clarification & P
removal (2 lines)
� Coagulation
� Flocculation
� Lamella clarifiers
� Anoxic selector & P removal (1 line – ex
pre-aeration)
� Pre-denitrification (1 line - ex-primary
clarification)
� Nitrification ( 2 lines – existing CAS)
� Final clarification ( 2 lines - existing)
� Pumping station (ex disinfetion)
� Filtration – DiscFilters 10 micron
� UV Disinfection
� Sludge static thickening
� Sludge dewatering
MMBR genaralities
� Bilogical treatment with
fixed film biomass for
nitrogen and carbon
pollution removal
� Supporting media is freely
moving in the reactor
Pure MBBR� Suspended biomass activity
negligible
� Most compactness
� Better oxygen transfer efficiencies
MBBR: biofilm
”biofilm is bacterial colonization, fixed on a
inert (plastic) support thanks to their
extracellular product (EPS)”
MBBR: biomass selection
PrePre--DenitrificazioneDenitrificazione
Rimozione CODRimozione CODNitrificazioneNitrificazione
K5
Plant general data
Existingrefurbished
MBBRnew line
Capability 17.000 P.E 35.000 P.E
Pre-denitrification 200+1.650 m3 2x750 m3
2 x 240 m3 K5
C-removal n.a. 2x270 m3
2x90 m3 K5
Nitrification 2.200 m3 2x650 m3
2x215 m3 K5
Air flow rate 4.400 Nm3/h 1.200+4.600 Nm3/h
Clarifier 450+200 m2 2x53 m2Clarifier 450+200 m2 2x53 m2
Common units
Storm tank 3.500 m3
Filtration DiscFilters 18 micron
n. 1 Unit – 750 m3/h peakDia 2200 mm x 22 disk
UV Disinfection n. 1 Unit – 750 m3/h peak3 modules – 8 lamps – 254
nm
Sludge static thickening Dia. 12 m. – 450 m3
SRT 2,2 d – 25 kgSS/m2/d
Sludge dewatering 44 h/week – 18 m3/hFrom 0.9 to 25 % SS
Solids and Phosphourus removal
Coagulation: electrical forces neutralization - Iron Chloride
Phosphorus removal: conversion soluble OrthoPhosphate
into IronPhosphate, not soluble
Flocculation: particle agglomeration into large flocs –
Polymer
Lamella clarifiers for high rate sedimentation: mirror speed
> 5 m/h.
Final UV disinfection
< 5.000 MPN/100 ml < 5.000 MPN/100 ml –– Escherichia Coli = new UV configurationEscherichia Coli = new UV configuration
Sub-vertical lamps
Higher compactness
Bioassay validation
Easily removable lamps, one by one, for a more efficient maintenance
Automatic cleaning without operation stops