Graduate School of Engineering, Hokkaido University, N13W8, Sapporo 060-8628, Japan.
Faculty of Engineering, Hokkaido University, N13W8, Sapporo 060-8628, Japan.
Water Res. 2018 Jul 1;138:160-168. doi: 10.1016/j.watres.2018.03.046. Epub 2018 Mar 17.
Superfine powdered activated carbon (SPAC; particle diameter ∼1 μm) has greater adsorptivity for organic molecules than conventionally sized powdered activated carbon (PAC). Although SPAC is currently used in the pretreatment to membrane filtration at drinking water purification plants, it is not used in conventional water treatment consisting of coagulation-flocculation, sedimentation, and rapid sand filtration (CSF), because it is unclear whether CSF can adequately remove SPAC from the water. In this study, we therefore investigated the residual SPAC particles in water after CSF treatment. First, we developed a method to detect and quantify trace concentration of carbon particles in the sand filtrate. This method consisted of 1) sampling particles with a membrane filter and then 2) using image analysis software to manipulate a photomicrograph of the filter so that black spots with a diameter >0.2 μm (considered to be carbon particles) could be visualized. Use of this method revealed that CSF removed a very high percentage of SPAC: approximately 5-log in terms of particle number concentrations and approximately 6-log in terms of particle volume concentrations. When waters containing 7.5-mg/L SPAC and 30-mg/L PAC, concentrations that achieved the same adsorption performance, were treated, the removal rate of SPAC was somewhat superior to that of PAC, and the residual particle number concentrations for SPAC and PAC were at the same low level (100-200 particles/mL). Together, these results suggest that SPAC can be used in place of PAC in CSF treatment without compromising the quality of the filtered water in terms of particulate matter contamination. However, it should be noted that the activated carbon particles after sand filtration were smaller in terms of particle size and were charge-neutralized to a lesser extent than the activated carbon particles before sand filtration. Therefore, the tendency of small particles to escape in the filtrate would appear to be related to the fact that their small size leads to a low destabilization rate during the coagulation process and a low collision rate during the flocculation and filtration processes.
超细粉末状活性炭(SPAC;粒径约为 1μm)比常规尺寸粉末状活性炭(PAC)对有机分子具有更高的吸附性。虽然 SPAC 目前已在饮用水净化厂的膜过滤预处理中使用,但它并未在常规的混凝-絮凝、沉淀和快速砂滤(CSF)水处理中使用,因为尚不清楚 CSF 是否能从水中充分去除 SPAC。在这项研究中,我们因此研究了 CSF 处理后的水中残留的 SPAC 颗粒。首先,我们开发了一种检测和定量砂滤出水痕量碳颗粒的方法。该方法包括 1)用膜过滤器采集颗粒,然后 2)使用图像处理软件对过滤器的照片进行处理,使直径>0.2μm(被认为是碳颗粒)的黑点可视化。该方法表明 CSF 去除了非常高比例的 SPAC:颗粒数浓度约为 5 个对数,颗粒体积浓度约为 6 个对数。当处理含有 7.5mg/L SPAC 和 30mg/L PAC(达到相同吸附性能的浓度)的水时,SPAC 的去除率略优于 PAC,且 SPAC 和 PAC 的残留颗粒数浓度处于相同的低水平(100-200 个/mL)。总之,这些结果表明,在 CSF 处理中可以用 SPAC 代替 PAC,而不会影响过滤水的颗粒物污染质量。然而,应注意的是,与砂滤前的活性炭颗粒相比,砂滤后的活性炭颗粒在粒径上更小,并且中和电荷的程度更低。因此,小颗粒在滤出物中逃脱的趋势似乎与以下事实有关,即在混凝过程中由于其粒径小导致失稳率低,在絮凝和过滤过程中碰撞率也低。