Pretreatment method for cellulosic ethanol waste fermentation broth
A cellulosic ethanol, fermentation waste liquid technology, applied in natural water treatment, chemical instruments and methods, water/sewage multi-stage treatment, etc. time, the effect of shortening the operation cycle
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Embodiment 1
[0028] After adding cationic polyacrylamide (PAM) to the conditioning tank, plate-and-frame pressure filtration is carried out, and the effluent after pressure filtration enters the electro-flocculation device for treatment. There are 6 electrode plates in the electroflocculation reaction area, the distance between the electrode plates is 40mm, and the immersion area is 165cm 2 . The operating conditions and treatment results are shown in Table 1.
[0029] Table 1 Operating conditions and processing results of each processing unit
[0030] processing unit operating conditions Influent water quality process result Flocculation-Press Filtration Treated water volume=10L, PAM=5.0 mg / L, filtration pressure=0.35 MPa COD=180000mg / L, SS=128000mg / L COD=115000mg / L, SS=1360mg / L, the water content is 75wt% solid product 1.63kg, the filtration time is 23 min Electroflocculation The electrode voltage is 20-22V, the current is 4.12-5.69A, and the wastewater...
Embodiment 2
[0033] The processing conditions are the same as those in Example 1, and the operating conditions and processing results are shown in Table 2.
[0034] Table 2 Operating conditions and processing results of each processing unit
[0035] processing unit operating conditions Influent water quality process result Flocculation-Press Filtration Treated water volume=10L, PAM=0.5mg / L, filtration pressure=0.35MPa COD=180000mg / L, SS=128000mg / L COD=119000mg / L, SS=1730mg / L, the water content is 75wt% solid product 1.52kg, the filtration time is 28min Electroflocculation The electrode voltage was 22-25V, the current was 5.15-7.53 A, and the wastewater residence time was 25 min. COD=119000mg / L, SS=1730mg / L COD=87500mg / L, SS=65mg / L
[0036] Using the treatment method of flocculation-press filtration-electro-flocculation, when the dosage of PAM was 0.5 mg / L, the final removal rates of COD and SS were 51.39 wt% and 99.95 wt%, respectively, and the pret...
Embodiment 3
[0043] The filtrate (COD=85000mg / L, SS=46mg / L) after flocculation-press filtration-electro-flocculation pretreatment in Example 1 was diluted 4 times and then subjected to anaerobic biological treatment, and the C:N:P ratio was 200:5 Add N and P nutrients in the ratio of :1. In the batch experiment, 10 g of domesticated anaerobic flocculent sludge was added to the shake flask, and 1 L of filtrate was changed every 24 hours. The COD of the influent and effluent was measured. between. Granular sludge appeared after 20 days of continuous culture.
[0044] The fermentation waste liquid was filtered and diluted 4 times, and then anaerobic biological treatment was carried out according to the method of Example 2, and the removal rate of COD was between 85wt% and 92wt%. Granular sludge appeared after 37 days of continuous culture.
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