Method for rapidly solving problem of filamentous bacteria sludge bulking through hunger treatment
A sludge bulking and filamentous bacteria technology, applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem that filamentous bacteria cannot absorb organic matter from the outside world, and the storage capacity of organic matter is weak. , without storage and other problems, to achieve the effect of performance recovery, significant selectivity, and simple processing methods
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example 1
[0026] Before the starvation treatment test, artificially synthesized wastewater was used as the treatment object (influent sodium acetate, ammonium chloride and potassium dihydrogen phosphate provided carbon source, nitrogen and phosphorus respectively, COD=300 mg / L, NH4-N=15 mg / L, PO4-P=3 mg / L), the influent load is 1.2 kgCOD / KgMLSS / d, and the mud is raised in the SBR with an effective volume of 5L ( figure 1 ), maintain the sludge concentration at 2000-2500 mg / L, the sludge age is 15 days, the temperature is controlled at 20°C, the drainage ratio is 50%, the reactor runs 4 cycles per day, 6 hours per cycle, each cycle Including 5 minutes of anoxic water inflow and 115 minutes of anoxic stirring (120 minutes of anoxic time), 180 minutes of aerobic aeration (180 minutes of aerobic time), 50 minutes of sedimentation, 10 minutes of drainage and idle. Before starvation treatment, the sludge has good settling performance and denitrification and phosphorus removal ability, the S...
example 2
[0029] Before the starvation treatment test, the actual domestic sewage of a university in Beijing was used as the treatment object (COD=240±50 mg / L, NH4-N=65.2±21.3 mg / L, PO4-P=6.4±2.0 mg / L), and the The water load is 2.3 kgCOD / KgMLSS / d, and the sludge is raised in the SBR with an effective volume of 12L. Maintain the sludge concentration at about 2500 mg / L, the sludge age is 15 days, the temperature is room temperature (about 21°C), the dissolved oxygen concentration in the aerobic section is maintained at 2.0 mg / L, and the drainage ratio is 50%. The reactor runs 4 cycles per day, 6 hours per cycle, each cycle includes 10 minutes of anoxic water inflow, 110 minutes of anoxic stirring (anoxic time is 120 minutes), 180 minutes of aerobic aeration (good Oxygen time is 180 minutes), 50 minutes of settling and 10 minutes of draining and idle. Before starvation treatment, the sludge has good settling performance and nitrogen and phosphorus removal ability, the SVI of the sludge i...
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