Apparatus for treating municipal sewage by using partial nitrosation-anaerobic ammonia oxidation process, and method thereof
A technology of anammox and anammox bacteria, applied in aerobic and anaerobic process treatment, chemical instruments and methods, biological water/sewage treatment, etc., can solve unstable, slow, anammox operation Difficulty in the process of enrichment and cultivation of bacteria, etc., to achieve the effect of high-efficiency whole-process autotrophic biological denitrification
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[0029] A device for treating urban sewage by partial nitritation-anammox process, which is composed of an anammox bacteria enrichment and cultivation device and a continuous flow PN / A autotrophic biological denitrification device. In the anaerobic ammox bacteria enrichment and cultivation device, the material is obtained locally, and the effluent of the urban sewage treatment plant is used to enrich and cultivate the carrier biofilm with anammox activity; in the PN / A autotrophic biological denitrification device, the common nitrification Sludge, after gradually increasing the AOB activity through appropriate control strategies, put the anaerobic ammonium oxidation carrier biofilm with high activity in the enrichment cultivation device into the PN / A biological denitrification device, through "sludge first, membrane later" The startup method quickly establishes a stable partial nitritation / anammox autotrophic nitrogen removal system.
[0030] 1. The anammox bacteria enrichment c...
specific Embodiment 1
[0047] Specific embodiment one: adopt the secondary treatment effluent of Tianjin Economic and Technological Development Zone West District Sewage Treatment Plant as the influent of the enrichment cultivation device, add ammonium chloride and sodium nitrite in the influent, and the initial ammonia nitrogen and nitrite nitrogen concentration is 20 -30mg / L. The effective volume of the enrichment cultivation device is 600L, loaded with 300L plastic carrier, and inoculated with 10L of anammox bacteria sludge cultivated in the laboratory. According to steps b, c, and d, after 120 days, the concentration of ammonia nitrogen and nitrite nitrogen in the influent gradually increased to 100-120mg / L, the total nitrogen in the influent was 216.3±30.5mg / L, and the total nitrogen removal rate was 82.3%. The nitrogen removal rate on the carrier membrane surface reaches 1.56gN / m 2 / d.
specific Embodiment 2
[0048]Specific embodiment two: adopt Tianjin Economic and Technological Development Zone Beitang Sewage Treatment Plant secondary treatment effluent as enrichment cultivation device feed water, add ammonium chloride and sodium nitrite in feed water, initial ammonia nitrogen and nitrite nitrogen concentration are 20-30mg / L. The effective volume of the enrichment cultivation device is 1.6m 3 , load a 700L plastic carrier, and inoculate the mature 70L anammox bacteria carrier cultivated in the enrichment and cultivation device of the West District Sewage Treatment Plant described in Example 1. According to steps b, c, and d, after 90 days, the total nitrogen in the influent increased to 417.5±29.0mg / L, the total nitrogen removal rate was 81.8%, and the carrier membrane surface nitrogen removal rate reached 2.00gN / m 2 / d.
[0049] The effective volume of the test PN / A reactor is 160L. The test influent is the effluent from the aeration grit chamber of the Beitang sewage treatmen...
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