A film-hanging method for biofilm process fillers
A film-hanging method and biofilm-based technology, applied in the field of sewage treatment, can solve the problems of slow film-hanging, increased operating investment, slow biochemical reaction, etc., and achieve the effects of easy thickening, reduced operating investment, and flexible exposure time
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Embodiment 1
[0023] A kind of film-hanging method that is used for biofilm process packing, is characterized in that comprising the steps:
[0024] a) Empty water inlet stage: After the reaction tank is emptied, re-inject the organic sewage to be treated until it is full, continue to aerate the injected sewage during the water intake, and put suspended fillers and inoculated microorganisms into the reaction tank. Dehydrated cake; the amount of dehydrated cake is added according to the concentration of the mixed solution after the reaction tank is filled with sewage is 3500mg / L, combined with the moisture content of the mud cake, the specific calculation method is: sludge dosage ( m 3 ) = effective pool capacity of reaction pool (m 3 )×4000 (mg / L)÷1000÷(1-sludge water content (wt%))÷sludge density (kg / m 3 ), maintain the dissolved oxygen concentration of the organic sewage to be treated in the reaction tank at 1.5mg / L;
[0025] b) Suffocating stage: stop the water inflow after the reacti...
Embodiment 2
[0029] A kind of film-hanging method that is used for biofilm process packing, is characterized in that comprising the steps:
[0030] a) Empty water inlet stage: After the reaction tank is emptied, re-inject the organic sewage to be treated until it is full, continue to aerate the injected sewage during the water intake period, and put the dehydrated cake inoculated with microorganisms into the reaction tank ; Among them, the dosage of the dewatered cake is based on the concentration of the mixed solution after the reaction tank is filled with sewage is 4500mg / L, combined with the water content of the mud cake, the specific calculation method is: sludge dosage (m 3 ) = effective pool capacity of reaction pool (m 3 )×4000 (mg / L)÷1000÷(1-sludge water content (wt%))÷sludge density (kg / m 3 ), maintain the dissolved oxygen concentration of the organic sewage to be treated in the reaction tank at 2.5mg / L;
[0031] b) Suffocating stage: stop the water inflow after the reaction tan...
Embodiment 3
[0035] A kind of film-hanging method that is used for biofilm process packing, is characterized in that comprising the steps:
[0036] a) Empty water inlet stage: After the reaction tank is emptied, re-inject the organic sewage to be treated until it is full, continue to aerate the injected sewage during the water intake period, and put the dehydrated cake inoculated with microorganisms into the reaction tank ; Among them, the dosage of the dewatered cake is based on the concentration of the mixed solution after the reaction tank is filled with sewage is 4500mg / L, combined with the water content of the mud cake, the specific calculation method is: sludge dosage (m 3 ) = effective pool capacity of reaction pool (m 3 )×4000 (mg / L)÷1000÷(1-sludge water content (wt%))÷sludge density (kg / m 3 ), maintain the dissolved oxygen concentration of the organic sewage to be treated in the reaction tank at 2.5mg / L;
[0037] b) Suffocating stage: stop the water inflow after the reaction tan...
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