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将硝化生物反应器和缺氧生物滴滤器集成用于同时处理富铵水和沼气脱硫。

Integration of a nitrification bioreactor and an anoxic biotrickling filter for simultaneous ammonium-rich water treatment and biogas desulfurization.

机构信息

Department of Chemical Engineering and Food Technology, Vine and Agri-Food Research Institute (IVAGRO), University of Cadiz, Pol. Río San Pedro s/n, Puerto Real, 11510, Spain.

Department of Chemical Engineering and Food Technology, Vine and Agri-Food Research Institute (IVAGRO), University of Cadiz, Pol. Río San Pedro s/n, Puerto Real, 11510, Spain.

出版信息

Chemosphere. 2021 Dec;284:131358. doi: 10.1016/j.chemosphere.2021.131358. Epub 2021 Jul 2.

Abstract

A preliminary assessment has been carried out on the integration of an anoxic biotrickling filter and a nitrification bioreactor for the simultaneous treatment of ammonium-rich water and HS contained in a biogas stream. The nutrient consumption in the biotrickling filter was as follows (mol NO-N): 6.3·10 ± 1.2·10 mol PO-P, 0.04 ± 0.05 mol NH-N and 0.04 ± 0.03 mol K-K. Furthermore, it was possible to supply a mixture of biogenic NO and NO into the biotrickling filter from the nitrification bioreactor to obtain a maximum elimination capacity of 152 gHS-S m h. The equivalence between the two compounds was 1 mol NO-N equal to 1.6 mol NO-N. The biotrickling filter was also operated under a stepped variable inlet load (30-100 gHS-S m h) and outlet HS concentrations of less than 150 ppm were obtained. It was also possible to maintain the outlet HS concentration close to 15 ppm with a feedback controller by manipulating the feed flow (in the nitrification bioreactor). Two stepped variable inlet loads were tested (60-111 and 16-102 gHS-S m h) under this type of control. The implementation of feedback control could enable the exploitation of biogas in a fuel cell, since the HS concentrations were 15.1 ± 4.3 and 15.0 ± 3.4 ppm. Finally, the anoxic biotrickling filter experienced partial denitrification and this implied a loss of the desulfurization effectiveness related to SO production.

摘要

已对缺氧生物滴滤器和硝化生物反应器的集成进行了初步评估,以便同时处理沼气流中富含铵的水和 HS。生物滴滤器中的养分消耗如下(以 mol NO-N 计):6.3·10±1.2·10mol PO-P、0.04±0.05mol NH-N 和 0.04±0.03mol K-K。此外,还可以从硝化生物反应器向生物滴滤器中供应生物源 NO 和 NO 的混合物,以获得 152 gHS-S m h 的最大去除能力。两种化合物之间的等效性为 1 mol NO-N 等于 1.6 mol NO-N。生物滴滤器还在逐步可变入口负荷(30-100 gHS-S m h)下运行,出口 HS 浓度低于 150 ppm。还可以通过操纵进料流量(在硝化生物反应器中)来接近 15 ppm 的反馈控制器来保持出口 HS 浓度。在这种类型的控制下,测试了两种逐步可变入口负荷(60-111 和 16-102 gHS-S m h)。反馈控制的实施可以使沼气在燃料电池中得到利用,因为 HS 浓度分别为 15.1±4.3 和 15.0±3.4 ppm。最后,缺氧生物滴滤器经历了部分反硝化,这意味着与 SO 生产相关的脱硫效率损失。

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