Treatment method of acrylic acid production waste water
A technology for producing wastewater and treatment methods, which is applied in water/sewage treatment, water/sewage multi-stage treatment, neutralized water/sewage treatment, etc., and can solve the problems of complex equipment, operation process, high treatment cost, catalyst poisoning, etc. To achieve the effect of long processing time, low processing cost and efficient processing
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Embodiment 1
[0023] First, electrolyze the acrylic wastewater, adjust pH 5-6, control voltage 7-8V, current 20A, and electrolysis time 30min. For the acrylic wastewater after electrolysis, dilute the COD concentration to 8000mg / L, adjust the pH to 6.8-7.8, add phosphate to make the concentration 80mg / L and trace elements (μg / L): CoCl 2 ·6H 2 O(80), MnCl 2 ·4H 2 O(20), ZnCl 2 (2), NiCl 2 ·6H 2 O(2), (NH 4 ) 6 Mo 7 O 24 (3). Entering the anaerobic granular bed reactor, the properties and parameters of the granular sludge are: 60-68gVSS / L, 70-80gSS / L, and the particle size is 0.2-2.5mm. The hydraulic retention time of the wastewater in the reactor is 12h, the temperature in the reactor is maintained at room temperature (16-37°C), and the pH value is controlled at 6.8-7.8. The initial volume load of the anaerobic reactor is 0.1-0.5kgCOD / (m 3 d) When the COD removal rate reaches 85% and the operation is stable, gradually reduce the hydraulic retention time or increase the COD concen...
Embodiment 2
[0025] First, electrolyze acrylic wastewater, adjust pH 5-6, control voltage 7-8V, current 30A, and electrolysis time 25min. For the acrylic wastewater after electrolysis, dilute the COD concentration to 2000mg / L, adjust the pH to 6.8-7.8, add phosphate to make the concentration 20mg / L and trace elements (μg / L): CoCl 2 ·6H 2 O(70), MnCl 2 ·4H 2 O(10), ZnCl2 (4), NiCl 2 ·6H 2 O(4), (NH 4 ) 6 Mo 7 O 24 (5), entering the UASB reactor, the properties and parameters of the granular sludge are: 60-68gVSS / L, 70-80gSS / L, and the particle size is 0.2-2.5mm. The hydraulic retention time of the wastewater in the reactor is 18h, the temperature in the reactor is kept at room temperature (16-37°C), and the pH value is controlled at 6.8-7.8. The initial volume load of the anaerobic reactor is 0.1-0.5kgCOD / (m 3 d) When the COD removal rate reaches 85% and the operation is stable, gradually reduce the hydraulic retention time or increase the influent COD concentration to increase th...
Embodiment 3
[0027] First, electrolyze the acrylic wastewater, adjust pH 6-7, control voltage 8-9V, current 40A, and electrolysis time 10min. For the acrylic wastewater after electrolysis, dilute the COD concentration to 5000mg / L, adjust the pH to 6.5-7.8, add 50mg / L phosphate and trace elements (μg / L): CoCl 2 ·6H 2 O(60), MnCl 2 ·4H 2 O(30), ZnCl 2 (5), NiCl 2 ·6H 2 O(4), (NH 4 ) 6 Mo 7 O 24 (2), entering the 1C reactor (or EGSB), the properties of the granular sludge are: 60-68gVSS / L, 70-80gSS / L, particle size 0.2-2.5mm. The hydraulic retention time of the wastewater in the reactor is 10h, the temperature in the reactor is kept at room temperature (16-37°C), and the pH value is controlled at 6.8-7.8. The initial volume load of the anaerobic reactor is 0.1-0.5kgCOD / (m 3 d) When the COD removal rate reaches 85% and the operation is stable, gradually reduce the hydraulic retention time or increase the influent COD concentration to increase the load, until the wastewater is direct...
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