首页> 外文会议>Water Environment Federation 72nd annual conference amp; exposition (WEFTEC'99) >PILOT-SCALE TESTING FOR TOTAL NITROGEN REMOVAL FROM CENTRATE
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PILOT-SCALE TESTING FOR TOTAL NITROGEN REMOVAL FROM CENTRATE

机译:中试去除氮的中试规模

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Anaerobically digested sludge that is dewatered using centrifuges produces centrate,rnan ammonia-rich liquor which is normally treated with the raw wastewater. Whilerncentrate represents a very small portion of the total plant flow rate, it can be equivalentrnto 20 percent of the plant抯 nitrogen load. Hence, if the wastewater treatmentrnprocesses are not designed to accommodate centrate, an activated sludge systemrncan be stressed by the recycle of centrate. The presence of this highly concentrated,rnwarm, ammonia-rich, low-flow centrate stream provides the opportunity to costeffectivelyrnnitrify the centrate prior to returning it to the plant抯 liquid treatment stream.rnSubsequent denitrification in the biological reactors can produce almost completernremoval of nitrogen from the centrate.rnBecause centrate is typically low in BOD, conventional biological nitrogen removal ofrncentrate might require the addition of methanol as a carbon source for denitrification.rnAlternately, the BOD in the raw wastewater or primary clarified effluent could potentiallyrnbe used as a carbon source for the denitrification of centrate; this, however, wouldrndeplete BOD as a carbon source for use in denitrification of the sewage itself.rnA pilot plant was constructed and is currently in operation at New York City抯 WardsrnIsland Water Pollution Control Plant. The objective of the pilot plant study is to evaluaternthe process feasibility of centrate nitrification using dedicated nitrification reactors andrnsubsequent endogenous denitrification of the nitrified centrate in the RAS reaerationrnbasin of the existing secondary biological treatment process. Testing thus far hasrnshown that the proposed process provides reliable and complete nitrification andrndenitrification of centrate. Nitrification rates of up to 0.6 lb NH_3-N/lb VSS-day havernbeen observed. Denitrification rate testing results exhibited Monod kinetics with arnmaximum rate of about 0.16 lb NO_x-N/lb VSS-day.
机译:厌氧消化的污泥经离心机脱水后,可生成浓缩的,富含氨水的纯白酒,通常用原废水进行处理。尽管浓缩液仅占工厂总流量的很小一部分,但可以相当于工厂氮负荷的20%。因此,如果废水处理工艺未设计成可容纳浓缩液,则浓缩液的循环会给活性污泥系统带来压力。这种高浓度,温暖,富氨,低流量的浓缩液物流的存在提供了在将浓缩液返回到工厂的液体处理物流之前经济高效地硝化硝化氮的机会。随后生物反应器中的反硝化可以从氮中几乎完全去除氮。由于BOD通常较低,因此传统的生物脱氮方法可能需要添加甲醇作为脱氮碳源。或者,原废水或主要澄清废水中的BOD可能被用作BOD的碳源。浓缩液的反硝化;然而,这将耗尽BOD作为用于污水自身反硝化的碳源。rn建造了一个中试工厂,该工厂目前在纽约市Wardsrn岛水污染控制工厂内运行。中试工厂研究的目的是评估使用专用硝化反应器进行硝态氮硝化的工艺可行性,以及随后在现有二级生物处理工艺的RAS反应池中对硝化的硝态氮进行内源性反硝化的过程。迄今为止的测试已经表明,所提出的方法提供了可靠且完全的硝化和硝酸盐的硝化。观察到硝化速率高达0.6磅NH_3-N / lb VSS天。反硝化速率测试结果显示Monod动力学,最大速率约为0.16 lb NO_x-N / lb VSS-day。

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