Microbial activation method and system for ecological restoration of eutrophic water body
A microbial activation and eutrophication technology, applied in the field of environmental engineering, can solve the problems of difficult application of river course and landscape water body restoration, high investment and operation costs, secondary pollution of chloride ions, etc., to improve effective biomass and functionality, The effect of improving the material balance state and increasing the dissolved oxygen level
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Embodiment 1
[0034] The experiment selects a landscape water body in Yangpu District, Shanghai, with an area of 8000m 2 , is a semi-enclosed lake. Due to the surface runoff pollution and the continuous falling of leaves on the shore into the lake, the silt at the bottom of the lake is thick. In recent years, the degree of eutrophication of the water body has become serious, the transparency has decreased, and the water quality has deteriorated seriously.
[0035] The specific situation of the experimental site:
[0036] The volume ratio of the anoxic zone and the aerobic zone is 1:5, and the total volume of the reactor is 0.6m 3 In the anoxic zone, granular suspension-type specific microbial activation fillers are added (a one-time dosage of 3000mg / L at the initial stage of the process) to achieve microbial cultivation. In the aerobic zone, fixed fibrous fillers are used (the specific surface area of the filler is 11.5m 2 / g), the hydraulic retention time is controlled at the initial...
Embodiment 2
[0044] The experiment selects a landscape water body in Hefei City, Anhui Province, with an area of 10,000m 2 , is a semi-enclosed lake. Due to surface runoff pollution and unintentional pollution sources discharged into the lake, the lake bottom has thick silt. In recent years, the degree of eutrophication of the water body has become serious, the transparency has decreased, and the water quality has deteriorated seriously.
[0045] The specific situation of the experimental site:
[0046] The volume ratio of the anoxic zone and the aerobic zone is 1:3, and the total volume of the reactor is 0.8m 3 , the anoxic area is filled with granular, suspended, and specific microbial activation fillers (the one-time dosage at the initial stage of the process is 4000mg / L, and the aerobic area uses fixed fibrous fillers (the specific surface area of the filler is 15m 2 / g), the hydraulic retention time is controlled to 8h, and the internal self-circulation of the system is 24h at t...
Embodiment 3
[0053] The experiment selected a closed river in Dongying City, Shandong Province, with a water area of 5000m 2 . Due to surface runoff pollution and unintentional pollution sources discharged into the lake, the lake bottom has thick silt. In recent years, the degree of eutrophication of the water body has become serious, the water body has been turbid, and the water quality has deteriorated seriously.
[0054] The specific situation of the experimental site:
[0055] The volume ratio of the anoxic zone and the aerobic zone is 1:4, and the total volume of the reactor is 0.3m 3 , the anoxic area is filled with granular, suspended, and specific microbial activation fillers (the one-time dosage at the initial stage of the process is 1000mg / L, and the aerobic area uses fixed fibrous fillers (the specific surface area of the filler is 10m 2 / g), the hydraulic retention time is controlled to 9h, and the internal self-circulation of the system is 24h at the initial stage of the...
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