Kim Jong-Oh, Cho Kyung Hwa, Park Tae-Won, Lim Seong-Rin, Kang Seokkoo, Kim Young Mo
a Department of Civil and Environmental Engineering , Hanyang University , Seoul 133-791 , Republic of Korea.
Environ Technol. 2015;36(18):2357-63. doi: 10.1080/09593330.2015.1028469. Epub 2015 Apr 16.
A combined three-stage system, (1) coagulation (2) zeocarbon filtration and (3) membrane filtration, a combination of microfiltration (MF) and reverse osmosis (RO), was investigated for reclamation of tunnel construction wastewater having a salinity of 10.8-12.9‰ and a concentration of suspended solids (SS) in the range of 264-1084 mg/L. The initial stages - coagulation, zeocarbon filtration and MF - served as a precursor to RO membrane filtration to successfully reduce water contaminants to less than 0.2 nephelometric turbidity units (NTU) of turbidity, thereby minimizing the potential for fouling. The RO system subsequently removed over 99% of remaining pollutants including ionic substances, resulting in less than 0.02 NTU turbidity, less than 0.04 mg/L total nitrogen (TN) and less than 0.01 mg/L total phosphorus (TP). Also, addition of an RO system markedly reduced high salt concentrations (high chloride (Cl(-)) concentrations) in the wastewater, exceeding 99% salt elimination. Thus, reclaimed water from our combined system met and exceeded currently regulatory quality standards for wastewater reuse (turbidity ≤ 2.0 NTU; TN ≤ 10 mg/L; TP ≤ 0.5 mg/L; Cl(-) ≤ 250 mg/L).
研究了一种组合式三级系统,即(1)混凝、(2)沸石碳过滤和(3)膜过滤(微滤(MF)和反渗透(RO)的组合),用于处理盐度为10.8 - 12.9‰、悬浮固体(SS)浓度在264 - 1084 mg/L范围内的隧道施工废水的回收利用。初始阶段——混凝、沸石碳过滤和微滤——作为反渗透膜过滤的预处理步骤,成功将水中污染物减少至浊度低于0.2散射浊度单位(NTU),从而将污染可能性降至最低。随后,反渗透系统去除了包括离子物质在内的超过99%的剩余污染物,使浊度低于0.02 NTU,总氮(TN)低于0.04 mg/L,总磷(TP)低于0.01 mg/L。此外,添加反渗透系统显著降低了废水中的高盐浓度(高氯化物(Cl(-))浓度),盐分去除率超过99%。因此,我们组合系统的再生水达到并超过了目前废水回用的监管质量标准(浊度≤2.0 NTU;TN≤10 mg/L;TP≤0.5 mg/L;Cl(-)≤250 mg/L)。