Ateia Mohamed, Nasr Mahmoud, Yoshimura Chihiro, Fujii Manabu
Civil Engineering Department, Tokyo Institute of Technology, 2-12-1-M1-4 Ookayama, Tokyo, Japan E-mail:
Sanitary Engineering Department, Faculty of Engineering, Alexandria University, P.O. Box 21544, Alexandria, Egypt.
Water Sci Technol. 2015;72(8):1327-33. doi: 10.2166/wst.2015.347.
We investigated the effect of salinity on the removal of organics and ammonium from agricultural drainage wastewater (ADW) using moving bed biofilm reactors (MBBRs). Under the typical salinity level of ADW (total dissolved solids (TDS) concentration up to 2.5 g·L(-1)), microorganisms were acclimated for 40 days on plastic carriers and a stable slime layer of attached biofilm was formed. Next, six batch mode MBBRs were set up and run under different salinity conditions (0.2-20 g-TDS·L(-1)). The removal efficiency of chemical oxygen demand (COD) and ammonium-nitrogen (NH4-N) in 6 hours decreased from 98 and 68% to 64 and 21% with increasing salt concentrations from 2.5 to 20 g-TDS·L(-1), respectively. In addition, at decreasing salt levels of 0.2 g-TDS·L(-1), both COD removal and nitrification were slightly lowered. Kinetic analysis indicated that the first-order reaction rate constant (k1) and specific substrate utilization rate (U) with respect to the COD removal remained relatively constant (10.9-11.0 d(-1) and 13.1-16.1 g-COD-removed.g-biomass(-1)·d(-1), respectively) at the salinity range of 2.5-5.0 g-TDS·L(-1). In this study, the treated wastewater met the standard criteria of organic concentration for reuse in agricultural purposes, and the system performance remained relatively constant at the salinity range of typical ADW.
我们研究了盐度对使用移动床生物膜反应器(MBBRs)去除农业排水废水(ADW)中有机物和铵的影响。在ADW的典型盐度水平(总溶解固体(TDS)浓度高达2.5 g·L⁻¹)下,微生物在塑料载体上驯化40天,形成了附着生物膜的稳定黏液层。接下来,设置了六个间歇式MBBRs,并在不同盐度条件(0.2 - 20 g-TDS·L⁻¹)下运行。随着盐浓度从2.5增加到20 g-TDS·L⁻¹,6小时内化学需氧量(COD)和铵氮(NH₄-N)的去除效率分别从98%和68%降至64%和21%。此外,在盐度降至0.2 g-TDS·L⁻¹时,COD去除和硝化作用均略有降低。动力学分析表明,在2.5 - 5.0 g-TDS·L⁻¹的盐度范围内,关于COD去除的一级反应速率常数(k1)和特定底物利用率(U)保持相对恒定(分别为10.9 - 11.0 d⁻¹和13.1 - 16.1 g-COD去除·g生物量⁻¹·d⁻¹)。在本研究中,处理后的废水符合农业回用有机浓度的标准,并且在典型ADW的盐度范围内系统性能保持相对恒定。