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    • 9. 发明申请
    • PROCESS FOR BIOLOGICAL REMOVAL OF NITROGEN FROM WASTEWATER
    • 从废水中生物去除氮的方法
    • US20160052811A1
    • 2016-02-25
    • US14784830
    • 2014-04-03
    • PAQUES I.P. B.V.
    • Tim Lucas George HENDRICKXTommaso LOTTIMarinus Cornelis Maria VAN LOOSDRECHTJans KRUIT
    • C02F3/30
    • C02F3/307C02F2209/02C02F2209/08C02F2209/34C02F2209/44Y02E50/343
    • The invention relates to a process for biological removal of nitrogen from wastewater comprising: (a) providing a stream of wastewater comprising ammonium; (b) continuously supplying the stream of wastewater to a reactor containing granular sludge comprising granules having a core of anammox bacteria and an outer rim of ammonia oxidizing bacteria; (c) subjecting the wastewater in the reactor to ammonium oxidation under ammonium oxidizing conditions comprising a temperature in the range of from 5 to 25° C., a concentration of dissolved oxygen in the wastewater in the range of from 0.4 mg/L to 4.0 mg/L, and a hydraulic retention time of the wastewater in the reactor in the range of from 0.5 hours to 1.5 days, to obtain a gaseous stream comprising nitrogen and a dispersion of granular sludge and non-granular sludge in treated wastewater; and (d) continuously separating the dispersion obtained into a stream comprising granular sludge and a stream comprising treated wastewater and non-granular sludge and recycling the stream comprising granular sludge to the reactor and discharging the non-granular sludge from the process, wherein the granular sludge has a retention time in the reactor of at least ten times the hydraulic retention time, and wherein the retention time of any non-granular sludge in the reactor is equal to or at most three times the hydraulic retention time.
    • 本发明涉及从废水中生物去除氮的方法,包括:(a)提供包含铵的废水流; (b)连续地将废水流供应到含有含有氨氧化细菌核和氨氧化细菌外缘的颗粒的含有颗粒污泥的反应器中; (c)使反应器中的废水在包含5至25℃范围内的温度,废水中的溶解氧浓度在0.4mg / L至4.0的范围内的铵氧化条件下进行铵氧化 mg / L,反应器废水的水力停留时间为0.5〜1.5天,得到含氮气体和处理废水中颗粒污泥和非颗粒污泥的分散体; 和(d)将得到的分散体连续地分离成包含颗粒污泥的流和包含经处理的废水和非颗粒污泥的料流,并将包含颗粒污泥的料流再循环到反应器中并从该方法排出非颗粒污泥,其中颗粒状 污泥在反应器中的停留时间为水力停留时间的至少十倍,并且其中反应器中任何非颗粒污泥的停留时间等于或至多为水力停留时间的三倍。