Date post: | 14-Jun-2015 |
Category: |
Technology |
Upload: | guest10a8db |
View: | 2,931 times |
Download: | 21 times |
Technical & Engineering Seminar – 14-15 October 2009
Actiflo™ Softening for industrial water & drinking water applications
Isabelle Lemaître - Philippe Sauvignet
Technical Department
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening - Agenda
Principles Technology description Actiflo® Softening Strengths Industrial and Municipal potential applications History of development program Design Tools On going and further development program Results of Actiflo® Softening EdF Cattenom Nuclear
Power plant
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening : Process Principle
Chemical precipitation of : hardness, alkalinity, silica and other constituents (e.g., heavy metals)
from water and wastewater by the addition of : lime / soda, carbonate ion, metallic salts and polymer,
in an Actiflo® including a reaction tank.
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening : Process PrincipleMain chemical reactions involved
Lime (& soda ash) softening CO2 neutralisation and precipitation
Precipitation of temporary and permanent Ca Hardness Precipitation of temporary and permanent Mg Hardness
Coagulation with FeCl3
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening – Technologycombines within a single treatment line
a Dynamic Mixing stage for chemicals injection an Enhanced Precipitation reactor with TURBOMIX™ an Accelerated Flocculation stage with TURBOMIX ™ a Lamella settling unit a Sludge recirculation system that allows the re-injection of sludge
Coagulation MaturationContact CAP
Filtration
Raw water
Coagulation Maturation(Floculation)
Clarification 60 m/h
Softening reactor
Carbonates & Sand recirculation
Hydrocyclone
Scraper
Carbonates return Towards sludge treatment
FeCl3
Lime
Microsand
Technical & Engineering Seminar – 14-15 October 2009
Main advantage: Compactness
Actiflo® Softening challenges competitors: Densadeg softener 20 – 30 m/h
Conventional precipitation softening : 2-6m/h
Multiflo™ Softener: 20-30m/h
Actiflo® Softener : 60-80m/h
Actiflo® Softening - Strengths
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening Industrial and municipal potential applications
Membrane pretreatment for reduction of potential scaling
Plant Water and Cooling Tower Make-up Water Production
Cooling Tower Sidestream recycling and blow-down reuse
Oil & Gas Produced Water Recycling
SAGD water treatment for reuse
Phosphorus removal
Flue Gas Desulfurization Wastewater Treatment
Acid Mine Drainage Treatment
Wastewater Reuse ( Steel & metals industry, secondary WW…)
Drinking water production
Technical & Engineering Seminar – 14-15 October 2009
Dec. 2004: Patent about TURBOMIX reactor
July 2005: Patent about ACTIFLO Softening
2005-2006: VWS first references with MultifloTM softening Iscor Newcastle (river water) and Sasol Landlord (cooling water reuse) Clarification velocity < 10 m/h, conventional reaction tank (no
TURBOMIX)
2006: Request from VWS Bus’ to Tech. Dept. of an industrial development program
Actiflo® SofteningHistory of development program
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® SofteningHistory of development program
2007 – 2009: Development Program: Lab Tests about Actiflo and Multiflo softening D&B of 2 mobile Multiflo/Actiflo Softening pilot plants Pilot Studies: Coca Cola, Acapulco 1st Actiflo® Softening industrial scale
reference in May 09 Well water
Flow-rate: 110 m3/h – Reaction tank RT: 30 min. – upflow velocity: 37 m/h
Solids recycle ratio 10-20:1
Alkalinity: 190 54 ppm as CaCO3 – Turbidity 2 NTU
Coffeyville, Ks – CVR Energy refinery – February 2009 EDF Cattenom Nuclear Power Plant
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening – Design Tools
Actiflo® Softening mass balance calculation
Optimised performances with :• Continuous recirculation Carbonates• Ajustable return/extraction rate
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening – Design Tools
PEARL process design Actiflo® Softening module – Under development Precipitation calculations:
Based on thermodynamic equilibrium (solubility) with stoechiometric dosages
Take Activity coefficients into account to correct the solubility constants
Simultaneously solve the different precipitation reactions
Alkalinity include OH- + HCO3- + CO32- + NH3 + HPO42- + PO43- + B(OH)4- + S2- + HS- + SO32- (+ theoretically SiO(OH)3-)
Partially implement “Ion pairing effect”: ions not 100% dissolved as free ions – tied up as soluble aqueous species
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening – Design ToolsCurrent limits of PEARL Actiflo® Softening module
Softening / precipitation calculations: Assessing the potential for precipitation just on solubility curve is too
optimistic, Oversaturation required Kinetics not taken into account Process is never 100% efficient
Enter a “process efficiency” according to experience (from pilot trials)
Dosage used for precipitation = total dosage x process efficiency
Remaining dosage used to raise pH
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening – Design ToolsCurrent limits of PEARL Actiflo® Softening module
No relationship between upflow velocity and outlet TSS
pilot trials, operation feedback Makes not prediction of metal hydroxide precipitation
High rate softening Process Note, including Actiflo® Softening and Multiflo ® softening - Under development First revision to be issued end of 2009
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® SofteningOn going and further development program
EDF pilot trials on Moselle river water and on cooling water
Multiflo® Softening and Actiflo® Softening in parallel on the same river water quality, in cold temperature conditions
Complementary laboratory tests
Ultimate target: Modeling chemical softening processes in order to be able to preliminary design Actiflo® Softening (and Multiflo® Softening) units without prior Jar-Tests or pilot trials, for all kind of water.
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening pilot TrialsEdF Cattenom Nuclear Power plant
Technical & Engineering Seminar – 14-15 October 2009
Pilot Plant location & purpose
EdF (Cattenom Site) : Nuclear Power plant (4 x 1300 MW) Purpose : Feedwater to cooling tower treatment Source : River Moselle
Turbidity : 5 to 100 Ntu (typically 15 Ntu) Organic Matter : 3.5 to 5 mg/l DOC (SUVA < 3) Alkalinity / TAC :15 to 17°F (150 – 170 mg/l as CaCO3)
Technical & Engineering Seminar – 14-15 October 2009
Power Plant General Process flow diagram
Cooling tower
Nuclear Reacto
r
Industrial water production
Boiler feed water
production
Condensate polishing
To WWTP
To WWTP
To WWTP
Actiflo® Softening on :Surface water = River Moselle
Actiflo® Softening on :Cooling water circuit = 1.6 x river Moselle
Purge return to river
Technical & Engineering Seminar – 14-15 October 2009
Actiflo® Softening operational setting
Lime softening (Solution @ 100g/l); Dose : 120 – 130 ppm Calculation based on 8 x ΔAlk = 8 x 15°F = 120 ppm Target Alkalinity < 30 mg/l as CaCO3
Coagulation (FeCl3 41%) : 20 – 30 ppm
Polymer A-PAM (AN934 SNF) : 0.4 ppm
µsand (drinking water – GA39) Effective size : 80 µm UC = 1.4
µsand concentration = 5 kg/m3
Feedflow : 65 m3/h (60 m/h rise rate)
Recirculation rate (cyclone overflow) : 8.5 m3/h
Contact time softening : 10 mn (flow 65 + 8.5 = 73.5 m3/h)
Sludge discharge flow : 0.3 – 0.5 m3/h ( < 0.8% water loss)
Technical & Engineering Seminar – 14-15 October 2009
Softening Turbomix reactor Contact time : 10 min @ 60 m/h TSS concentration : 3.5 to 4.5 g/l Solids ratio recirculated / formed : 20/1
Lime addition into a specific tank (mixed with sludge) Sludge extraction by overflow discharge
Actiflo® Softening operational setting
Technical & Engineering Seminar – 14-15 October 2009
Initial results (Clarified water & sludge)
Clarified water quality at 60 m/h:- TSS < 5 mg/l (Turbidity < 1 Ntu) Alkalinity (CAE) < 30 ppm pH 8.5 ΔTHT : 100 - 120 mg/l as CaCO3 40% DOC removal!
MA cyclone underflow
MA cyclone overflow
Carbonate sludge: Concentration : 30 to 60 g/l No build-up of carbonate around
µsand Good separation sand/sludge
Technical & Engineering Seminar – 14-15 October 2009
Current and future test work
On river Moselle Run without coagulant (only with a small acid dose) Compare coagulant dosing point upstream & downstream
softening tank Reduce solids ratio (purge more = lower sludge concentration)
On cooling tower water (1.6 x river Moselle) Run at 80 m/h Reduce contact time (softening down to 8 mn) Experience higher solids (Turbidity load) up to 30 – 40 Ntu Experience higher Alkalinity Experience higher DOC (Organic Matter) Study legionnella removal
Technical & Engineering Seminar – 14-15 October 2009
Conclusions
Very promissing early results More pilot trials needed to validate design enveloppe
Excellent rise rate capability (60 m/h may be more)
Interesting organic removal capabilities (to be studied more)
High sludge concentration (30 – 60 g/l) extremely good thickening capability
Wide range of application both industrial and Municipal
Should sell like hot cakes…
Technical & Engineering Seminar – 14-15 October 2009
Thank You!