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Integrated shortcut nitrogen and biological phosphorus removal from mainstream wastewater: process operation and modeling

机译:综合捷径氮和生物磷从主流废水中去除:工艺运行和建模

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摘要

While enhanced biological phosphorus removal (EBPR) is widely utilized for phosphorus (P) removal from wastewater, understanding of efficient process alternatives that allow combined biological P removal and shortcut nitrogen (N) removal, such as nitritation-denitritation, is limited. Here, we demonstrate efficient and reliable combined total N, P, and chemical oxygen demand removal (70%, 83%, and 81%, respectively) in a sequencing batch reactor (SBR) treating real mainstream wastewater (primary effluent) at 20 degrees C. Anaerobic - aerobic cycling (with intermittent oxic/anoxic periods during aeration) was used to achieve consistent removal rates, nitrite oxidizing organism (NOO) suppression, and high effluent quality. Importantly, high resolution process monitoring coupled to ex situ batch activity assays demonstrated that robust biological P removal was coupled to energy and carbon efficient nitritation-denitritation, not simultaneous nitrification-denitrification, for the last 400 days of 531 total days of operation. Nitrous oxide emissions of 2.2% relative to the influent TKN (or 5.2% relative to total inorganic nitrogen removal) were similar to those measured in other shortcut N bioprocesses. No exogenous chemicals were needed to achieve consistent process stability and high removal rates in the face of frequent wet weather flows and highly variable influent concentrations. Process modeling reproduced the performance observed in the SBR and confirmed that nitrite drawdown via denitritation contributed to suppression of NOO activity.
机译:虽然增强的生物磷去除(EBPR)被广泛用于从废水中除去磷(P),但是了解允许组合的生物P去除和薄膜氮(N)除去(例如氮酸脱氮)的有效工艺替代物的限制。在此,我们在测序间歇式反应器(SBR)中,证明了高效可靠的总N,P和分别为70%,83%和81%,在20度下处理真正的主流废水(原发性流出物) C.使用厌氧 - 有氧循环(通气期间的间歇性氧/缺氧剂)来实现一致的去除速率,亚硝酸盐氧化生物(NOO)抑制和高污水质量。重要的是,耦合到Ex原位间歇活性测定的高分辨率过程监测证明,鲁棒的生物P除去与能量和碳效硝酸碳脱氮,而不是同时硝化 - 反硝化,最后> 400天的操作次数为531天。相对于流入的TKN(相对于总无机氮除去的5.2%或5.2%,相对于总无机氮除去5.2%)的氧化二氮排放与其他捷径N生物处理中测量的氧化物排放量相似。不需要外源化学物质来在频繁潮湿的天气流和高度可变的流入浓度面上实现一致的工艺稳定性和高除去速率。过程建模再现在SBR中观察到的性能,并证实了通过偏向的亚硝酸盐缩减有助于抑制NOO活性。

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    Northwestern Univ Dept Civil & Environm Engn 2145 Sheridan Rd Evanston IL 60208 USA;

    Northwestern Univ Dept Civil & Environm Engn 2145 Sheridan Rd Evanston IL 60208 USA;

    inCTRL Solut Inc Dundas ON Canada;

    Northwestern Univ Dept Civil & Environm Engn 2145 Sheridan Rd Evanston IL 60208 USA;

    Tsinghua Univ Beijing Peoples R China;

    inCTRL Solut Inc Dundas ON Canada;

    Metropolitan Water Reclamat Dist Greater Chicago 6001 W Pershing Rd Chicago IL 60804 USA;

    Metropolitan Water Reclamat Dist Greater Chicago 6001 W Pershing Rd Chicago IL 60804 USA;

    Metropolitan Water Reclamat Dist Greater Chicago 6001 W Pershing Rd Chicago IL 60804 USA;

    Northwestern Univ Dept Civil & Environm Engn 2145 Sheridan Rd Evanston IL 60208 USA;

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