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Pulp and Paper Mill Waste Water Decolouration with Ozone Brendan van Wyk, Alexis Metais, Jens Gebhardt, Narain Madhaven
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Pulp Mill Environmental Impact 2 The Pulp & Paper Industry generates large volumes of dark coloured effluents. The colour comes mostly from organic derivatives like lignin and other phenolic and resinous compounds, These are generally Non- Biodegradable and pass through secondary biological treatment processes. Coagulation and precipitation was the cheapest method of colour removal, however this results in a large volume of Toxic Sludge that needs to be disposed of.
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CPCB published Effluent Discharge Limits 3 Main parameter Unit CODmg/L< 200 BODmg/L< 20 TSSmg/L< 30 ColourCPU< 150 TDSmg/L< 1800 AOXmg/L< 8 SARmg/L< 10
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Treatment Options for Colour Removal 4 Bio Ozone Low COD No COD Limit COD Limit Bio Ozone Low COD Low COD Limit Bio Ozone High COD Low COD Limit Bio Ozone Bio Ozone Low COD
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Case Study 1: Colour removal Indian Pulp Mill request for colour removal, while at least maintaining or reducing the COD and BOD of the effluent. Pre treatment conditions: Colour: 176 CPU COD: 182 mg/l BOD: 23 mg/l 5
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Laboratory Set-Up 6 1.Oxygen supply (LOX, PSA or gas cylinder) 2.Ozone generator (WEDECO 8 HC. ozone capacity of 8 g/h) 3.Ozone analyzer for feed gas (BMT 964 C) 4.Venturi injector 5.Circulation pump (peristaltic or membrane) 6.Reaction column (glass reactor with a volume of 10l) 7.Sample point (ball valve) 8.Orbisphere measurement device (dissolved ozone) (not used) 9.pH-measurement device 10.Data logger 11.Ozone analyzer for off-gas (BMT 964 C) 12.Catalytic ozone destructor
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Case Study 1 Results 7
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8 Ozone Consumption (g/m 3 ) COD (mg/l) Colour (CPU) BOD 5 (mg/l) 017516823 5172156 1017611930 1517194.324 2017273.826
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CASE STUDY 2: COLOUR REMOVAL AND DISINFECTION The main objectives of the trial were: Disinfection Decolourisation Improved transmittance Using just 10g Ozone/m 3 the following results were obtained: A 2-Log reduction in Total coliforms was obtained Colour was reduced from 3.7 1/m to 2.0 1/m Transmitance was improved by 45.3% 9
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Case Study3: Pilot Plant for Colour and COD removal 10 Decolorization for water reuse in white paper production COD reduction Achieve defined “medium” quality for re-use water
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Case Study3: Pilot Plant for Colour and COD removal 11 Containerized system 1 kg O 3 /h production Pump-injection system 1.5 m³ reaction tank
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12 Results Treatment Train 1 (Effluent 3FM)
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13 Results Treatment Train 3 (Effluent MBR)
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14 Results Pilot Tests Discoloration > 90 % Discoloration goes along with slight COD reduction COD reduction related to the applied ozone dosage 14 Achievements: < 50 mg/L COD in outflow feasible Colourless Outflow
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15 Costs 15 Flow rate 3000 m³/d Ozone dose of 80 g/m³: Investment costs: 0.05 – 0.12 €/m³ Operation costs: 0.10 – 0.22 €/m³ Operational cost for ozone production 1 – 2 €/kg ozone, energy consumption: ~ 0.6 – 1.5 kW/m³ Costs are depending on amount of Ozone produced per hour, cost of oxygen and cost of power
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16 Costs
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17 Pilot Conclusions Discoloration is feasible and cost effective with Ozone Ozone enables a reduction in COD load Ozonation step has no influence on solids and salts, further treatment step necessary for high quality waters
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Full Scale Case Study German Paper mill required to reduce specific effluent volume through recycling waste water. After testing, it was decided to install the following: Pressure disk filtration system 3kg/hr ozone generation system 2 reaction tanks (4.5m 3 each) Ozone injection system 18
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Pressure filter and Ozone system 19
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Plant Water Treatment Flow Sheet 20
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Treatment Results 50% reduction in Fresh water consumption >90% Absorption of filterable substances Extensive decolourisation Water reuse for production purposes Reduction in specific water consumption 28m 3 / ton to 14 m 3 / ton of paper Investment Cost € 1.183 Million Net annual Savings € 81,600 After depreciation and operating costs 21
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Conclusions Ozone has proved to be very effective at colour removal from mill effluents Additional Benefits found are: Disinfection Improvement of BOD/COD ratio. This means that there is a total COD reduction after tertiary biological treatment Reduction in sludge generation if used in front of a DAF process Recycling of treated water back to process 22
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Thank You For your Attention OZONE FOR A GREENER FUTURE
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