首页> 外文期刊>Water Practice and Technology >Corrigendum: Water Practice and Technology 14 (1), 43–54: Clogging limitations of nitrifying biofilters: BiosytrDuo® process study, Vincent Rocher, Romain Mailler, Perrine Meche, Sebastien Pichon, Jean Bernier, Sabrina Guerin, Olivier Ferro, Anthony Auge, Lina Boursaud, Genevieve Bord, Jean-Francois Bulteau and Sam Azimi
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Corrigendum: Water Practice and Technology 14 (1), 43–54: Clogging limitations of nitrifying biofilters: BiosytrDuo® process study, Vincent Rocher, Romain Mailler, Perrine Meche, Sebastien Pichon, Jean Bernier, Sabrina Guerin, Olivier Ferro, Anthony Auge, Lina Boursaud, Genevieve Bord, Jean-Francois Bulteau and Sam Azimi

机译:勘误:水实践和技术14(1),43-54:硝化的局限性生物膜:Biosytrduo®过程研究,Vincent Rocher,Romain Mailler,Perrine Meche,Sebastien Pichon,Jean Bernier,Sabrina Guerin,Olivier Ferro,Anthony Fege, Lina Boursaud,Gen​​evieve Bord,Jean-Francois Bulteau和Sam Azimi

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The authors regret that there were some errors in the text and Figure 5 of their original paper and apologise for any inconvenience caused. The corrected text is given below.The initial headloss has been normalized with the volume of beads and K5-media and with the water rising velocity. It varies from 1 to 3.6 cm H_2O/m/m.h~(-1) for the K5-media equipped biofilter (Figure 5(a)). For the reference biofilter, excluding two results under 1 cm H_2O/m/m.h~(-1), the initial headloss ranged from 2.3 to 6.1cm H_2O/m/m.h~(-1) and is always above those of the K5-media equipped biofilter. Figure 5(b) shows the same results under boxplot form. This form, introduced by Tukey (1977) consists of a box extending from the first quartile (Q1) to the third quartile (Q3); a bar mark at the median and a cross mark at the mean; and whiskers. The schematic boxplot divides the data based on four invisible boundaries, namely, two inner fences and two outer fences. As usual, the interquartile range (IQR) is defined to be Q3-Q1. The inner fences are Q1-1.5 IQR and Q3+1.5 IQR, while the outer fences are Q1-3 IQR and Q3+3 IQR. The whiskers extend to the most extreme data within the inner fences. Data outside the outer fences are considered to be extreme outliers and are marked with a symbol. This statistical approach shows that values under 1 cm H_2O/m/m.h~(-1) are outliers. Mean initial headloss values are 2.2 and 4.0 cm H_2O/m/m.h~(-1) for the K5-media equipped and the reference biofilters, respectively. Moreover, the Mann Whitney tests confirm that initial headloss of the K5-media equipped biofilter is lower than the reference one. This result shows that the 0.70 m of K5-media does not introduce additional headloss into the biofilters under normal operating conditions while it plays a role of a usual fixed bed, as Biostyr® beads, allowing bacterial growth.Since a part of the pollution is removed before reaching the Biostyr® beads, the headloss within the Biostyr® beads is lower than in the reference biofilter. It can also be assumed that the K5- media may play a role on the air transfer inside the media, helping to reduce the total amount of air blown inside the biofilters. So, knowing that air blowing is one of the most expensive processes in a WWTP, K5-media may also help to reduce operation costs of the nitrification step.
机译:作者遗憾的是,文本中有一些错误,图5是他们原来的论文,并为您带来的任何不便道歉。下面给出了校正的文本。初始头部已经用珠粒和K5介质的体积和水上升的速度标准化。对于K5介质配备的生物滤器,它变化为1至3.6cm H_2O / m / m.H〜(-1)(图5(a))。对于参考生物过滤器,不包括在1cm H_2O / m / mH〜(-1)下的两个结果,初始头部均可从2.3到6.1cm h_2o / m / mh〜(-1),并且始终高于K5-配备媒体的生物过滤器。图5(b)显示了Boxpot形式下的结果。由Tukey(1977)引入的这种形式包括从第一四分位数(Q1)延伸到第三四分位数(Q3)的盒子组成;位于中位数的条形标记和平均值的十字标记;和晶须。示意图盒基于四个看不见的边界,即两个内围和两个外栅栏划分数据。像往常一样,将狭隘的范围(IQR)定义为Q3-Q1。内围是Q1-1.5 IQR和Q3 + 1.5 IQR,而外围是Q1-3 IQR和Q3 + 3 IQR。晶须延伸到内栅栏内最极端的数据。外栅栏外的数据被认为是极端异常值,并标有符号。这种统计方法表明,1cm H_2O / m / m.H〜(-1)下的值是异常值。平均初始头部值为2.2和4.0cm H_2O / m / m.H〜(-1),用于配备的K5介质和参考生物过滤器。此外,Mann Whitney测试证实,K5媒体配备的生物过滤器的初始头划线低于参考。该结果表明,0.70米的K5介质不会在正常操作条件下将额外的头部引入生物过滤器,同时它起到通常的固定床的作用,作为生物奥罗斯啤酒,允许细菌生长。污染的一部分是污染的一部分在到达Biostyr®珠子之前删除,Biostyr®珠粒内的头部均低于参考生物过滤器。还可以假设K5-媒体可以在介质内的空气中发挥作用,有助于减少生物过滤器内部吹入的空气总量。因此,知道吹气是WWTP中最昂贵的过程之一,K5介质也可能有助于降低硝化步骤的运营成本。

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    《Water Practice and Technology》 |2019年第2期|495-496|共2页
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