Advanced denitrification process and system for caprolactam production wastewater
A technology for production wastewater and deep denitrification, applied in biological water/sewage treatment, aerobic and anaerobic process treatment, water pollutants, etc., can solve problems such as failure to effectively reduce TN, high investment, high operating costs, and high COD , to achieve the effects of being conducive to commercial operation, increasing the TN removal rate, and reducing the cost of upgrading and transformation
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Embodiment 1
[0047] Example 1: Intermittent Demonstration Experiment
[0048] The experiment is divided into two groups, A and B, which are carried out in 2L beakers respectively. The wastewater to be treated is the effluent of the aerobic tank of the first-level A / O treatment process of a caprolactam production enterprise. The COD is about 110mg / L, and the TN is about 90mg. / L. The sludge is the acclimated return sludge of the middle settling tank, and the sludge concentration is 3.78g / L. Group A was directly sealed with plastic wrap at the mouth of the beaker, and the mixture in the beaker was magnetically stirred to simulate denitrification in the secondary hypoxia tank; in group B, methanol (247 mg / L) was added, and then the beaker was sealed with plastic wrap, and the mixed solution in the beaker was added. By magnetic stirring, denitrification in a secondary anoxic tank was simulated. The TN and NO of the two groups of mixed solutions were detected at the 12th, 18th, and 24th hours...
Embodiment 3
[0050] Example 3: Pilot test of secondary A / O series process (adding carbon source)
[0051] The design flow of the pilot plant is 1m 3 / h, consists of 1 hydrolysis acidification tank, 2 anoxic tanks, 2 aerobic tanks, 1 sedimentation tank and corresponding equipment such as aeration, stirring, and online dissolved oxygen meter. The tank body is made of Q235A anti-corrosion material. Sludge backflow is controlled by time relay, and the fan enters aeration volume through frequency conversion control to control dissolved oxygen within a certain range. The dosing of carbon source and lye is realized by two diaphragm pumps with a flow rate of 0-25L / h. The pump head of the diaphragm pump for dosing methanol is made of PP material, and the suction pipe is made of stainless steel to prevent methanol corrosion. The inlet water and nitrification liquid return pipes are equipped with rotameters to adjust the inlet water flow.
[0052] The influent water comes from a homogenization tank...
Embodiment 4
[0059] Example 4: Pilot test of secondary A / O series process (adding carbon source)
[0060] The design flow of the pilot plant is 1m 3 / h, consists of 1 hydrolysis acidification tank, 2 anoxic tanks, 2 aerobic tanks, 1 sedimentation tank and corresponding equipment such as aeration, stirring, and online dissolved oxygen meter. The tank body is made of Q235A anti-corrosion material. Sludge backflow is controlled by time relay, and the fan enters aeration volume through frequency conversion control to control dissolved oxygen within a certain range. The dosing of carbon source and lye is realized by two diaphragm pumps with a flow rate of 0-25L / h. The pump head of the diaphragm pump for dosing methanol is made of PP material, and the suction pipe is made of stainless steel to prevent methanol corrosion. The inlet water and nitrification liquid return pipes are equipped with rotameters to adjust the inlet water flow.
[0061] The influent water comes from the homogenization ta...
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