A rapid evaluation method for anaerobic bioconversion of excess sludge for methane production
A technology of anaerobic biology and excess sludge, which is applied in the field of sludge anaerobic biological treatment, can solve the problems of cumbersome, easy-to-failure experiments, and long measurement cycle, and achieve the effects of avoiding experimental procedures, rapid and accurate evaluation, and broad application prospects
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Embodiment 1
[0079] Three sludge samples (A-1, A-2, A-3) were taken in A sewage treatment plant, and the D f and SSD, denoted as D f -1,D f -2,D f -3 and SSD-1, SSD-2, SSD-3. It was found that D f -2(2.18)>D f -1(2.05)>D f -3 (2.00), SSD-2 (3.56 mmol / g VS)f It was judged that the anaerobic biotransformation methane production efficiency of A-2 sludge sample was the worst, followed by A-1, and A-3 anaerobic biotransformation methane production property was the best. In addition, a 30-day mesophilic BMP test experiment was conducted on the three samples with an inoculation ratio of 2:1, and the daily methane production was collected at the same time. After the experiment, k and NCMP were obtained by fitting the 30-day methanogenesis data using the pseudo-first-order methanogenesis kinetic model equation, which were denoted as k-1, k-2, k-3 and NCMP-1, NCMP- 2, NCMP-3. It was found that k-2(0.245 / d)4 / g VS)4 / g VS)4 / g VS), that is, the anaerobic biotransformation methane production e...
Embodiment 2
[0081] Three sludge samples (B-1, B-2, B-3) were taken in the B sewage treatment plant, and the D f and SSD, denoted as D f -1,D f -2,D f -3 and SSD-1, SSD-2, SSD-3. It was found that D f -3(2.24)>D f -1(1.90)>D f -2 (1.65), SSD-3 (2.64 mmol / g VS)f It is judged that the anaerobic biotransformation methane production efficiency of the sludge sample B-3 is the worst, followed by B-1, and the anaerobic biotransformation methane production performance of B-2 is the best. In addition, a 30-day mesophilic BMP test experiment was conducted on the three samples with an inoculation ratio of 2:1, and the daily methane production was collected at the same time. After the experiment, k and NCMP were obtained by fitting the 30-day methanogenesis data using the pseudo-first-order methanogenesis kinetic model equation, which were denoted as k-1, k-2, k-3 and NCMP-1, NCMP- 2, NCMP-3. It was found that k-3(0.204 / d)4 / g VS)4 / g VS)4 / g VS), that is, the anaerobic biotransformation metha...
Embodiment 3
[0083] Three sludge samples (C-1, C-2, C-3) were taken in C sewage treatment plant, and the D f and SSD, denoted as D f -1,D f -2,D f -3 and SSD-1, SSD-2, SSD-3. It was found that D f -1(2.61)>D f -2(2.36)>D f -3 (1.96), SSD-1 (3.18 mmol / g VS)fIt is judged that the anaerobic biotransformation methane production efficiency of C-1 sludge sample is the worst, C-2 is next, and C-3 anaerobic biotransformation methane production property is the best. In addition, a 30-day mesophilic BMP test experiment was conducted on the three samples with an inoculation ratio of 2:1, and the daily methane production was collected at the same time. After the experiment, k and NCMP were obtained by fitting the 30-day methanogenesis data using the pseudo-first-order methanogenesis kinetic model equation, which were denoted as k-1, k-2, k-3 and NCMP-1, NCMP- 2, NCMP-3. It was found that k-1(0.233 / d)4 / g VS)4 / g VS)4 / g VS), that is, the anaerobic biotransformation methane production efficienc...
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