Kim Young-Il, Bae Byung-Uk
Korea Institute of Water and Environment, Korea Water Resources Corporation, 462-1 Jeonmin-Dong, Yuseong-Gu, Daejeon, Republic of Korea.
Water Res. 2007 May;41(10):2256-64. doi: 10.1016/j.watres.2007.02.005. Epub 2007 Apr 2.
Based on the concept of hydraulic flocculator, a baffled-channel powdered activated carbon (PAC) contactor, placed before the rapid-mixing basin, was designed and evaluated for removal of taste and odor (T&O) in drinking water. PAC adsorption kinetic tests for raw water samples were conducted for selection of design parameters related to contact time and degree of mixing. Within the tested range of velocity gradient (G) from 18 to 83s(-1), mixing had a relatively minor effect on the adsorption kinetics of the PAC. The hydrodynamic characteristics of the pilot-scale horizontally and vertically baffled-channel PAC contactor were investigated by tracer tests. It was found that the plug flow fractions of vertically baffled-channel PAC contactor (vBPC) were higher than those of the horizontally baffled-channel PAC contactor (hBPC) for the same bend width or bend height. However, the hBPC seems to be more appropriate than the vBPC in terms of construction and maintenance. The geosmin and MIB removal rate increased with the number of baffles, PAC dose and contact time increased regardless of bend width in the pilot-scale hBPC. The pair of full-scale hBPCs at Pohang water treatment plant, having a design capacity of 6.5x10(4)m(3)/d with 20min of hydraulic retention time with a safety factor of 2, was designed based on lab- and pilot-scale experimental results. Under a velocity gradient of 20s(-1), the number of baffles to be installed was calculated to be 20 with a space of about 2m between each baffle, resulting in a hydraulic head loss through the contactor of about 0.056m. The successful application of hBPC for T&O removal from drinking water supplies should provide momentum for developing more effective treatment methods.
基于水力絮凝器的概念,设计了一种置于快速混合池之前的折流板通道粉末活性炭(PAC)接触器,并对其去除饮用水中气味和味道(T&O)的效果进行了评估。对原水样本进行了PAC吸附动力学测试,以选择与接触时间和混合程度相关的设计参数。在18至83s⁻¹的速度梯度(G)测试范围内,混合对PAC的吸附动力学影响相对较小。通过示踪试验研究了中试规模的水平和垂直折流板通道PAC接触器的水力特性。结果发现,对于相同的折流宽度或折流高度,垂直折流板通道PAC接触器(vBPC)的活塞流分数高于水平折流板通道PAC接触器(hBPC)。然而,就施工和维护而言,hBPC似乎比vBPC更合适。在中试规模的hBPC中,无论折流宽度如何,土臭素和甲基异莰醇的去除率都随着折流板数量、PAC剂量和接触时间的增加而提高。浦项水处理厂的一对全尺寸hBPC,设计处理能力为6.5×10⁴m³/d,水力停留时间为20分钟,安全系数为2,是根据实验室和中试规模的实验结果设计的。在20s⁻¹的速度梯度下,计算得出要安装的折流板数量为20个,每个折流板之间的间距约为2m,接触器的水头损失约为0.056m。hBPC在去除饮用水供应中T&O方面的成功应用应为开发更有效的处理方法提供动力。