Method for denitrifying wastewater generated in process of producing FCC (fluid catalytic cracking) catalyst
A technology for producing wastewater and catalysts, which is applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc. Strong impact ability, outstanding processing effect
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Embodiment 1
[0021] A catalyst company produces a large amount of ammonia-containing wastewater during the production of FCC catalysts, which is mixed with domestic sewage and treated together. The wastewater discharge volume is 200m 3 / d. Wastewater quality: the average ammonia nitrogen concentration is 530mg / L, the average COD concentration is 320mg / L, the chloride ion concentration is 4020mg / L, and the pH value is 8.2. SBR process is used for treatment. At the beginning of the operation, the activated sludge of the oil refinery sewage plant is used as the seed sludge. After being put in, the MLSS is 3600mg / L, and the nitrifying bacteria are added after 5 days of suffocation under the condition of DO of 3~5mg / L. For the first time, according to Dosing at 400mg / L MLSS, dosing again at 200mg / L MLSS two days later, after two days of operation, DO is 2~4mg / L, pH value is 7.9, nitrite nitrogen in the system accounts for 53% of the total nitrification products %, add denitrifying bacteria agen...
Embodiment 2
[0023] The existing sewage treatment system of a catalyst factory can handle the process sewage and domestic sewage in the production process of hydrogenation catalyst. When the newly added FCC catalyst is produced, a large amount of ammonia-containing wastewater will be generated, which will impact the existing sewage treatment plant. The concentration of ammonia nitrogen in the effluent is relatively high. High, the sewage cannot be treated up to the standard. After the original sewage treatment system mixes the process sewage from the molecular sieve production process, the wastewater quality is: COD concentration 100~380mg / L, ammonia nitrogen concentration 200~1000mg / L, pH 7~9. Firstly, the activated sludge in the system is treated. When the MLSS is 4200mg / L, nitrifying bacteria are added. For the first time, the MLSS is 600mg / L. After one week of operation, the concentration of ammonia nitrogen in the effluent is lower than 25mg / L, and the nitrifying bacteria can be stoppe...
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