Homa*法除氟,这是一种利用木灰渗滤液和明矾的共沉淀技术

ML Kazungu, N.M.N. Wekesa, KB Balozi, OJ Manyala, KJ Maghanga, L. Etiégni
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引用次数: 0

摘要

饮用水中氟化物含量高是东非一个地方性公共卫生问题。与肯尼亚不同的是,纳尔贡达技术是一种使用明矾和CaO两种化学物质的除氟方法,在埃塞俄比亚和坦桑尼亚的应用和采用结果好坏参半。这是由于社区管理这一过程的能力低下,以及该技术中使用的化学品的供应链中断。在目前的研究中,我们试图通过研究木灰(肯尼亚常见的木材燃烧副产品)的渗滤液替代CaO的可能性来弥补化学缺陷。将一份木灰与两份蒸馏水混合,搅拌24小时后倒入渗滤液。这项新技术,即使用明矾和木灰渗滤液的Homa方法,随后在肯尼亚三个地区的水样品上进行了测试,这些地区的F浓度从5.1 mg L-1、9.1 mg L-1到91.0 mg L-1不等。整个实验过程中均采用SPADNS分光光度法测定F-浓度。四种水平的明矾,即1%,2%,3%和4%,分别在5体积的水,即100,200,300,400和500 ml原水中以5.1和9.1 mg L-1 F-给药。对于91.0 mg L-1 F-的水样,相同体积的水样分别用5种更高的明矾水平(5%、6%、7%、8%和9%)处理。然后用灰渗滤液将最终pH调整为7进行除氟。以最终F-浓度为因变量,原水体积、明矾和木灰渗滤液的百分比和体积为不同的因素,进行因子设计实验。一般形式的拟合多元回归模型;其中,Y =残余氟化物,X =木材渗滤液体积,W =明矾浓度,X*W =相互作用α, β, γ为回归系数,ε为误差项,表明只有在Baringo地区木灰渗滤液与明矾浓度之间存在显著的相互作用(p < 0.05)。根据初始F-含量的不同,除氟率低至10%,高至99% (p < 0.05)。总大肠菌群分别由310、290和270个/l降至零。不幸的是,除了浊度的混合数据外,还记录了高化学和TDS(从558 mg L-1到超过9,000 mg L-1)富集。综合结果表明,木灰在纳尔贡达工艺中可以替代CaO。然而,要使其适用于饮用水生产,还需要进一步的研究。
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Defluoridation of water by the Homa* method, a co-precipitation technique using wood ash leachate and alum
High fluoride level in drinking water is an endemic public health concern in East Africa. Unlike in Kenya where it is absent, the Nalgonda technique, a defluoridation method that uses two chemicals, alum, and CaO, has seen mixed results in its application and adoption in Ethiopia and Tanzania. This has been due to the low capacity of communities to manage the process and the breakdown in the supply chain of chemicals used in the technique. In the present study, we attempted to bridge the gap in the chemical deficit by investigating the possible substitution of CaO with leachate from wood ash, a by-product of wood combustion commonly found in Kenya. The leachate was prepared from one part of wood ash mixed with two parts of distilled water and stirred for 24 hours followed by decantation. The new technique, the Homa method, using alum and wood ash leachate was then tested on H2O samples from three areas in Kenya with high F- concentrations ranging from 5.1 mg L-1, 9.1 mg L-1 to 91.0 mg L-1. The determination of F- concentration by SPADNS Spectrophotometry was applied throughout the experiment. Four levels of alum i.e. 1%, 2%, 3%, and 4% were dosed on five volumes of water i.e. 100, 200, 300, 400, and 500 ml raw water at 5.1 and 9.1 mg L-1 F-. For water samples at 91.0 mg L-1 F-, the same volumes were treated with 5 higher alum levels i.e. 5%, 6%, 7%, 8%, and 9%. The final pH was then adjusted to 7 with ash leachate for defluoridation. The set-up was a factorial design experiment where the final F- concentration was the dependent variable and the volume of raw water, the percentages, and volume of alum and wood ash leachate constituted the different factors. A fitted multivariate regression model of the general form; where Y = Residual fluoride, X = wood Leachate volume, W = alum Concentration, X*W = Interaction α, β, γ were regression coefficients, ε = error term, showed that only in the Baringo area did we have an interaction between wood ash leachate and alum concentration significant (p < 0.05). Defluoridation occurred (p < 0.05) at as low as 10% and as high as 99%, depending on the initial F- content. Total coliform decreased from 310, 290 and 270 count/l respectively to zero. Unfortunately, high chemical and TDS (from 558 mg L-1 to more than 9,000 mg L-1) enrichment were recorded in addition to the mixed data on turbidity. The overall results show that wood ash can substitute CaO in the Nalgonda process. Further investigation is however required to make it applicable for potable water production.
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