Mugwili Muyahavho Enemiah, Waanders Frans Boudewijn, Masindi Vhahangwele, Fosso-Kankeu Elvis
Water Pollution Monitoring and Remediation Initiatives Research Group, School of Chemical and Minerals Engineering, North-West University, Potchefstroom, 2531, South Africa; Magalies Water, Scientific Services, Research & Development Division, Erf 3475, Stoffberg Street, Brits, 0250, South Africa.
Water Pollution Monitoring and Remediation Initiatives Research Group, School of Chemical and Minerals Engineering, North-West University, Potchefstroom, 2531, South Africa.
J Environ Manage. 2023 May 15;334:117506. doi: 10.1016/j.jenvman.2023.117506. Epub 2023 Feb 17.
The ever-growing contamination of surface water due to various catchment activities poses threats and stress to downstream water treatment entities. Specifically, the presence of ammonia, microbial contaminants, organic matter, and heavy metals has been an issue of paramount concern to water treatment entities since stringent regulatory frameworks require these pollutants to be removed prior to water consumption. Herein, a hybrid approach that integrates struvite crystallization (precipitation) and breakpoint chlorination (stripping) for the removal of ammonia from aqueous solution was evaluated. To fulfil the goals of this study, batch experimental studies were pursued through the adoption of the well-known one-factor-at-a-time (AFAAT) method, specifically the effects of time, concentration/dosage, and mixing speed. The fate of chemical species was underpinned using the state-of-the-art analytical instruments and accredited standard methods. Cryptocrystalline magnesium oxide nanoparticles (MgO-NPs) were used as the magnesium source while the high-test hypochlorite (HTH) was used as the source of chlorine. From the experimental results, the optimum conditions were observed to be, i.e., Stage 1 - struvite synthesis, 110 mg/L of Mg and P dosage (concentration), 150 rpm of mixing speed, 60 min of contact time, and lastly, 120 min of sedimentation while optimum condition for the breakpoint chlorination (Stage 2) were 30 min of mixing and 8:1 Cl:NH weight ratio. Specifically, in Stage 1, i.e., MgO-NPs, the pH increased from 6.7 to ≥9.6, while the turbidity was reduced from 9.1 to ≤1.3 NTU. Mn removal efficacy attained ≥97.70% (reduced from 174 μg/L to 4 μg/L) and Fe attained ≥96.64% (reduced from 11 mg/L to 0.37 mg/L). Elevated pH also led to the deactivation of bacteria. In Stage 2, i.e. breakpoint chlorination, the product water was further polished by eliminating residual ammonia and TPC at 8:1 Cl-NH weight ratio. Interestingly, ammonia was reduced from 6.51 to 2.1 mg/L in Stage 1 (67.74% removal) and then from 2.1 to 0.002 mg/L post breakpoint chlorination (99.96% removal), i.e., stage 2. Overall, synergistic and complementary effects of integrating struvite synthesis and breakpoint chlorination hold great promise for the removal of ammonia from aqueous solutions thus confirming that this technology could potentially be used to curtail the effects of ammonia in the receiving environments and drinking water.
由于各种集水区活动导致地表水的污染日益严重,这对下游的水处理实体构成了威胁和压力。具体而言,氨、微生物污染物、有机物和重金属的存在一直是水处理实体最为关注的问题,因为严格的监管框架要求在用水前去除这些污染物。在此,评估了一种将鸟粪石结晶(沉淀)和折点氯化(汽提)相结合的混合方法,用于从水溶液中去除氨。为实现本研究的目标,采用了著名的一次一因子(AFAAT)方法进行批量实验研究,具体考察时间、浓度/剂量和混合速度的影响。使用最先进的分析仪器和认可的标准方法来确定化学物质的去向。隐晶质氧化镁纳米颗粒(MgO-NPs)用作镁源,而高测试次氯酸盐(HTH)用作氯源。从实验结果来看,观察到的最佳条件为:第一阶段——鸟粪石合成,镁和磷的剂量(浓度)为110 mg/L,混合速度为150 rpm,接触时间为60分钟,最后沉淀120分钟;而折点氯化(第二阶段)的最佳条件为混合30分钟和氯与氨的重量比为8:1。具体而言,在第一阶段,即使用MgO-NPs时,pH值从6.7升至≥9.6,而浊度从9.1降至≤1.3 NTU。锰的去除效率达到≥97.70%(从174 μg/L降至4 μg/L),铁的去除效率达到≥96.64%(从11 mg/L降至0.37 mg/L)。升高的pH值也导致细菌失活。在第二阶段,即折点氯化阶段,通过在氯与氨重量比为8:1的情况下消除残留氨和总磷,对产水进行了进一步净化。有趣的是,在第一阶段氨从6.51降至2.1 mg/L(去除率67.74%),然后在折点氯化后(第二阶段)从2.1降至0.002 mg/L(去除率99.96%)。总体而言,鸟粪石合成和折点氯化相结合的协同和互补效应对于从水溶液中去除氨具有很大的前景,从而证实该技术有可能用于减轻接收环境和饮用水中氨的影响。