Denitrification method for synthetic ammonia industry sewage
A technology for industrial wastewater and ammonia synthesis, applied in chemical instruments and methods, special compound water treatment, water pollutants, etc., can solve the problems of high dosing cost, inconvenient maintenance and repair, affecting water effluent, etc., and reduce the amount of alkali used for neutralization. , Good hydraulic stirring effect, and the effect of preventing sludge deposition
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Embodiment 1
[0038] The wastewater discharge of a synthetic ammonia production enterprise is about 3200m 3 / d, the wastewater quality is as follows: total nitrogen about 300mg / L, BOD 5 About 200mg / L, SS about 400mg / L, pH: 8-10. Adopt method of the present invention to treat waste water, concrete steps are as follows:
[0039] The waste water is pre-treated through the oil-separating grit chamber and regulating tank to remove fine cinders, oil slicks and other impurities. The pretreated effluent is lifted to a two-stage A / O biological treatment system with a lift pump. The residence time of wastewater in each pool of two-stage A / O is: A1 pool: 6.0h, O1 pool: 16h, A2 pool: 3h, O2 pool: 8h. Each of A1 and A2 is equipped with a set of pulse water distribution system for uniform water distribution and mixing. The pulse generating device can evenly distribute the muddy water mixture entering the pulse water distributor within 5 minutes through the perforated water distribution pipe in about 1...
Embodiment 2
[0042] Synthetic ammonia waste water volume 2000m 3 / d, the total nitrogen in the wastewater is about 350mg / L, the COD is about 340mg / L, the BOD is about 250mg / L, and the pH is about 9. After the wastewater is pretreated, the effluent is lifted to the two-stage A / O biological treatment system with a lift pump. The residence time of wastewater in each pool of two-stage A / O is: A1 pool: 5h, O1 pool: 12h, A2 pool: 3h, O2 pool: 10h. Among them, A1 and A2 are each equipped with a set of pulse water distribution system for uniform water distribution and mixing. The pulse generating device can evenly distribute the muddy water mixture that enters the pulse water distributor within 4 minutes through the perforated water distribution pipe within about 12 seconds. At the bottom of the pool, the hole diameter of the water distribution pipe is 20mm. The O1 and O2 pools are aerated with Roots blowers and microporous aerators. An online dissolved oxygen meter is installed in the pools to ...
Embodiment 3
[0045] Synthetic ammonia waste water volume 1700m 3 / d, the total nitrogen in the wastewater is about 290mg / L, the COD is about 300mg / L, the BOD is about 240mg / L, and the pH is about 9. After the wastewater is pretreated, the effluent is lifted to the two-stage A / O biological treatment system with a lift pump. The residence time of wastewater in each pool of two-stage A / O is: A1 pool: 6h, O1 pool: 18h, A2 pool: 2h, O2 pool: 8h. Among them, A1 and A2 are equipped with a set of pulse water distribution system for uniform water distribution and mixing. The pulse generating device can evenly distribute the mud-water mixture that enters the pulse water distributor within 3 minutes through the perforated water distribution pipe within about 10 seconds. At the bottom of the pool, the hole diameter of the water distribution pipe is 25mm. The O1 and O2 pools are aerated with Roots blowers and microporous aerators. An online dissolved oxygen meter is installed in the pool to monitor ...
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