Method for ammonia removal of coking wastewater
A coking wastewater and ammonia removal technology, applied in chemical instruments and methods, separation methods, water pollutants, etc., can solve the problems of undisclosed ammonia removal, tar removal, high equipment requirements, and large power consumption, etc., and achieve regeneration operation Simple and reliable, low equipment investment and low energy consumption
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Embodiment 1
[0035] The specific implementation is as figure 1 As shown in the device process, the coking wastewater with a tar concentration of 181mg / L, a volatile ammonia content of 3g / L (ammonium bicarbonate, free ammonia), and a COD (chemical oxygen demand) of 8000 mg / L is fed into the adsorption The adsorbent is a molecular sieve adsorbent, and the adsorbent is a hydrophobic ZSM-5 molecular sieve; the waste water after adsorption is sent to the storage tank; part of the waste water in the storage tank is reused as cooling water, and part of it is discharged . The tar content in the treated wastewater was 2.2 mg / L, the ammonia nitrogen content was 80 mg / L, and the COD content was 2000 mg / L.
Embodiment 2
[0037] The specific implementation is asfigure 1 As shown in the device process, the coking wastewater containing tar concentration of 200mg / L is sent to the adsorption tower filled with adsorbent, wherein the adsorbent is a molecular sieve adsorbent, and the adsorbent adopts TS-1 molecular sieve; the coking wastewater after adsorption Send it to the storage tank; part of the wastewater in the storage tank is reused as cooling water, and part of it is discharged. The coking wastewater before treatment contains 200 mg / L of tar, 3 g / L of volatile ammonia, and 8000 mg / L of COD. In the coking wastewater after treatment, the content of tar is 3 mg / L, and the content of ammonia nitrogen is 60 mg / L. The COD content is 1500 mg / L.
Embodiment 3
[0039] The specific implementation is as figure 1 As shown in the device process, the coking wastewater containing tar concentration of 220mg / L is sent to the adsorption tower filled with adsorbent, wherein the adsorbent is molecular sieve adsorbent, and the adsorbent adopts Ti-MOR molecular sieve; the coking wastewater after adsorption is sent to into the storage tank; part of the wastewater in the storage tank is reused as cooling water, and part of it is discharged.
[0040] The coking wastewater before treatment contains a tar concentration of 100 mg / L, a volatile ammonia content of 4 g / L, and a COD of 7000 mg / L. In the coking wastewater after treatment, the tar content is 1 mg / L, and the ammonia nitrogen content is 50 mg / L. The COD content is 1000 mg / L.
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