Method for treating highly concentrated ammonian wastewater with poor biodegradability by using a multiple-technique combination
A technology for ammonia nitrogen wastewater and treatment methods, which is applied in the field of high concentration ammonia nitrogen wastewater treatment, can solve the problems of difficulty in ensuring wastewater discharge standards, large investment in wastewater treatment projects, and difficulty in producing wastewater, achieving low cost, high equipment utilization, and The effect of short processing cycles
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Embodiment 1
[0022] First inject 1m into the pH adjustment tank 3 Ammonia nitrogen concentration is 3900mg / L, COD is 189mg / L, BOD / COD=0.1 waste water, add 9kg calcium hydroxide and 1.8kg sodium hydroxide according to the mass ratio of 5:1, adjust pH=11.8, and then pump the waste water. Bring to the stripping tower (the height-diameter ratio of the stripping tower is 7:1, and the inner packing is Pall ring), carry out stripping under the gas-liquid ratio of 3500, the exhaust gas from stripping is absorbed by the ammonia absorption tower, and the effluent ammonia nitrogen concentration is 900mg / L.
[0023] The effluent then enters the chemical precipitation tank. According to the molar ratio of Mg:N:P of 1.5:1:1, magnesium sulfate and sodium dihydrogen phosphate are added, the pH value is adjusted to 9, the reaction is stirred for 30min, and then left standing for 50min. The generated ammonium phosphate The magnesium precipitation is discharged from the precipitation outlet at the bottom of...
Embodiment 2
[0026] First inject 1m into the pH adjustment tank 3 Ammonia nitrogen concentration is 4100mg / L, COD is 489mg / L, BOD / COD=0.32 waste water, add 9.5kg calcium hydroxide and 1.9kg sodium hydroxide respectively according to the mass ratio of 5:1, adjust pH=12, and then pass the pump The waste water is brought to the stripping tower (the height-diameter ratio of the stripping tower is 7:1, and the inner packing is Pall ring), and the stripping is carried out under the gas-liquid ratio of 3500, and the stripped waste gas is absorbed by the ammonia absorption tower, and the effluent ammonia nitrogen is The concentration is 920mg / L.
[0027] The effluent then enters the chemical precipitation tank, adding magnesium chloride and disodium hydrogen phosphate according to the molar ratio of Mg:N:P of 1.6:1:1, adjusting the pH value to 9, stirring and reacting for 30min, and then standing for 50min, the generated ammonium phosphate The magnesium precipitation is discharged from the precip...
Embodiment 3
[0030] First inject 1m into the pH adjustment tank 3 Ammonia nitrogen concentration is 4100mg / L, COD is 489mg / L, BOD / COD=0.32 waste water, add 9.2kg calcium hydroxide and 2.3kg sodium hydroxide respectively according to the mass ratio of 4:1, adjust pH=12.2, and then pass the pump The waste water is carried to the stripping tower (the height-diameter ratio of the stripping tower is 7:1, and the inner packing is Pall ring), and the stripping is carried out under the gas-liquid ratio of 3700, and the exhausted waste gas is absorbed by the ammonia absorption tower, and the effluent ammonia nitrogen is The concentration is 850mg / L.
[0031] The effluent then enters the chemical precipitation tank, adding magnesium chloride and sodium phosphate according to the molar ratio of Mg:N:P of 1.6:1:1, adjusting the pH value to 9, stirring the reaction for 25min, and then standing for 60min, the generated magnesium ammonium phosphate precipitates It is discharged from the sedimentation ou...
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