利用有機(jī)廢水中硫酸鹽厭氧脫除其中氨態(tài)氮及相關(guān)機(jī)理研究
[Abstract]:The mechanism of simultaneous removal of sulfate and ammonia nitrogen from organic wastewater was analyzed by ASBR and UASB, and the structure of microbial population was studied by using molecular biology technology. The results showed that the anaerobic simultaneous removal of sulfate and ammonia nitrogen was successfully achieved from the start-up of the ASBR reactor for about 100 days and the UASB reactor for about 80 days. The influent COD is 2 000 mg / L, the ammonia nitrogen and SO_4~ _ (2 -)-S concentration are 20mg/L and 50 mg/L,ASBR respectively. The removal efficiency of ammonia nitrogen and SO_4~ _ (2 -)-S is over 70%. The removal efficiency of UASB was more than 90% and 50%, respectively, and the optimum pH for the reaction was 4.52 and 5.96, respectively. Most of the bacteria in sludge were short bacteria and vibrio with sulfate reduction function, and no sulfate anaerobic ammonia oxidation bacteria were found. The results of stoichiometric analysis showed that the removed part of SO_4~ _ (2 -) was reduced to S2 ~ (2 -) by heterotrophic sulfate reduction. Another part of sulfate and ammonia nitrogen (the ratio of SO_4~ _ (2 -)-S to NH_4~-N is close to 1:2) is converted to sulfur and nitrogen by anaerobic ammonia oxidation of sulfate and sulfur exists in sludge. The conversion ratio of sulfate to sulfate by sulfate anaerobic ammonia oxidation and sulfate reduction reaction in ASBR reactor is about 0.9%, while that in UASB reactor is about 1.6%. It is concluded that there is no correlation between sulfate reduction reaction and sulfate anaerobic ammonia oxidation reaction in the reactor. This study lays a foundation for the realization of direct anaerobic ammonia oxidation of domestic sewage.
【作者單位】: 陜西省環(huán)境重點(diǎn)實(shí)驗(yàn)室;西北水資源與環(huán)境生態(tài)教育部重點(diǎn)實(shí)驗(yàn)室;西安建筑科技大學(xué)環(huán)境與市政工程學(xué)院;
【基金】:國(guó)家水體污染控制與治理科技重大專項(xiàng)(2009ZX07212-002)
【分類號(hào)】:X703
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