含膦羧酸共聚物的阻垢缓蚀剂在燃煤电厂灰水回收系统稳定处理的应用研究

本文总结介绍了含膦羧酸共聚物ＴＳ－６１７组份的阻垢缓蚀剂的在灰水回收系统中稳定处理的实验方法及情况。     

丘陵地区农牧渔生态系统的研究

经四年研究，本文提出了适宜丘陵地区的作物－猪－鱼复合生态系统模型。在该系统中，淡水鱼的养殖以半精养方式最佳。本文还讨论了半精养方式的混养结构、水质管理和饵料组合等配套技术。     

大学生健康与头发中铅含量的关系

通过实验、调查、查资料的方式，对“大学生发铅与人体健康”这一课题展开讨论。用实验法、问卷调查和社会调查、查资料3种方式进行研究，分析了铅对人体健康的影响及大学生健康与头发中铅含量的关系，提出开发应用天然产物预防铅中毒。结果均与现代医学理论相一致。在教学中开展此项研究，对于复合型人才的培养具有积极的作用。     

燃煤电厂氟对灰场复垦土壤和农作物的影响

以燃用高氟煤的安徽省淮北电厂为例,研究了电厂排放的氟对灰场土壤和小麦的影响。结果表明：部分灰场土壤和小麦受到氟污染,灰场土壤污染程度与灰场覆盖年限的长短、大气中氟浓度显著相关,灰场小麦氟污染主要来自大气中的氟     

燃煤电厂贮灰场土壤重金属污染及健康风险评价

燃煤电厂贮灰场堆积了大量的粉煤灰,而粉煤灰中蕴含的重金属可能会威胁到人类健康。为查明燃煤电厂贮灰场土壤重金属污染状况及对人体健康风险问题,以吉林省某燃煤电厂贮灰场及其周边地区为研究区,采集20个土壤样品进行主要重金属含量的分析。应用污染负荷指数法(PLI)评价研究区重金属污染水平,采用USEPA模型进行贮灰场重金属健康风险评价。研究区土壤Cr、Ni、Cu、Cd、Pb平均含量高于土壤环境背景值,其中Cd的平均含量是背景值的11倍,并且其含量均高于《土壤环境质量标准》(GB15618—2018)的风险筛选值,Cd在研究区土壤中有明显的富集。土壤重金属含量分析结果显示,灰水渗漏和粉煤灰飞灰飘散是贮灰场粉煤灰重金属迁移的主要方式。土壤重金属变异系数排序为:NiCuAsZnPb36%CdCr15%,Cd、Cr属于中度变异,贮灰场粉煤灰是其主要污染来源,Ni、Cu、As、Zn、Pb属于高度变异,除了贮灰场影响因素外,人类活动也是其重要来源。污染负荷指数法的评价结果显示,贮灰场及其西北侧灰坝下落差最大处部分土壤处于中度污染,其他采样点土壤处于轻度污染。土壤污染主要源于灰坝处灰水渗漏,受盛行风影响较小,研究区总体处于轻度污染。人体健康风险评价结果显示,经口摄入是重金属暴露风险的主要途径,研究区土壤重金属存在的非致癌和致癌风险,儿童均高于成人,7种重金属元素对成人与儿童不存在非致癌风险;Cr、Cd、As对成人和儿童均存在可接受的致癌风险,其中Cr是主要的致癌因子,应针对Cr开展必要的治理措施。     

有机污染物在土壤—水体系中的分配理论

介绍了有机污染物在土壤－水体系中的分配理论，该理论认为有机污染物主要被土壤有机质以非吸附的方式所吸收，所以多种污染物被同叶吸收时不存在竞争作用，而且吸收量受到土壤有机质和有机污染物分子极性的影响。有机污染物在土壤有机质－水体系中的分配系数，主要与其水溶性有关。     

燃煤电厂氟对灰场复垦土壤和农作物的影响

以燃用高氟煤的安徽省淮北电厂为例,研究了电厂排放的氟对灰场土壤和小麦的影响。结果表明,部分灰场土壤和小麦受到氟污染,灰场土壤污染程度与灰场覆盖年限的长短,大气中氟浓度显著相关,灰场小麦氟污染主要来自大气中的氟。     

燃煤灰渣中微量元素分布规律的研究

研究了锅炉飞灰和底灰中１５种微量元素的含量和分布，探讨了煤炭燃烧后，微量元素在灰渣中的集散及其影响因素，飞灰和底灰中大多数元素高于全国土壤背景值，７种元素高于克拉克值，其余８种低于克拉克值，飞灰中多数元素的地球化学富集因子高于１，呈富集状态，而底灰中多数元素富集因子小于１，飞灰和底灰中微量元素含量与煤中微量元素含量呈线性关系，微量元素含量不仅与煤有关，还受锅炉燃烧方式等人为因素影响。     

福州市生活垃圾产量及物理成分预测

城市生活垃圾一直是城市环境保护中的棘手问题。对垃圾产量及成分的预测,可为垃圾治理系统的规划和设计提供科学依据。文章以福州市为例,着重考虑影响垃圾质和量的内在因素和社会因素,探讨城市生活垃圾产量及成分的预测。通过关联度分析主要的内在影响因素,进而建立灰色模型GM(1,n)对垃圾产量进行预测,再考虑以社会因素为主的外部影响因素,对预测结果进行调整;对垃圾的物理成分的预测,则基于GM(1,1)预测结果,采用与其他国家或地区(城市)类比法,得出本区域的预测结果。     

土壤中二价铁离子的伏安法测定

利用二价铁离子的联吡啶络合物,示差脉冲伏安法测定土壤中的二价铁离子．结果表明:二价铁离子的浓度与铁联吡啶络合物的峰电流在１．６×１０－６－９．８×１０－６ｍｏｌ·ｌ－１和９．８×１０－６－６．６× １０－５ｍｏｌ·ｌ－１浓度范围内成正比,检测下限为４．１× １０－７ｍｏｌ·ｌ－１,相对标准偏差为０．８４%(ｎ＝６)．在该方法中,联吡啶的浓度对二价铁离子联吡啶络合物的峰电位、峰电流及半峰宽度有影响,而测定体系的ｐＨ值和支持电解质的浓度对二价铁离子联吡啶络合物的峰电位、峰电流及半峰宽度影响较小．     

Chemometric studies of water quality parameters of Sankarankovil block of Tirunelveli, Tamilnadu

The fluoride concentration in ground water was determined in Sankarankovil block of Tirunelveli district of Tamilnadu (India) where it is the only source of drinking water. Various other water quality parameters such as pH, electrical conductivity total hardness and total alkalinity as well as calcium, magnesium, carbonate, bicarbonate and chloride concentrations were also measured. A systematic calculation of correlation coefficient among different physico-chemical parameters was performed. The analytical results indicated considerable variations among the analyzed samples with respect to their chemical composition. Majority of the samples do not comply with Indian as well as WHO water quality standards. The fluoride concentration in the ground water of these villages varied from 0.66 to 3.84 mg l(-1), causes dental fluorosis among people especially children of these villages. The high and low fluoride containing areas were located using isopleth mapping technique. Overall water quality was found unsatisfactory for drinking purposes without any prior treatment except at few locations out of 50 villages.     

Potable groundwater quality in some villages of Haryana, India: focus on fluoride

The fluoride concentration in ground water was determined in ten villages of Rohtak district of Haryana state (India). The fluoride concentration in the underground water of these villages varied from 0.034-2.09 mg/l. Various other water quality parameters, viz., pH, electrical conductivity, total dissolved salts, total hardness, total alkalinity sodium, potassium, calcium, magnesium, carbonate, bicarbonate, chloride and sulfate were also measured. A systematic calculation of correlation coefficients among different physicochemical parameters indicated considerable variations among the analyzed samples with respect to their chemical composition. Majority of the samples do not comply with Indian as well as WHO standards for most of the water quality parameters measured. Overall water quality was found unsatisfactory for drinking purposes. Fluoride content was higher than permissible limit in 50% samples.     

改性天然沸石的除氟性能研究

高效除氟材料的应用能降低饮用水中的氟质量浓度.采用静态吸附实验,比较了天然沸石和实验室制得的氢氧化铝、硫酸铝、聚合硫酸铁(PFS)改性天然沸石的除氟性能.结果表明,PFS改性的天然沸石具有良好的除氟效果,静态除氟容量可达25 mg·g~(-1).通过动态吸附试验,进一步探讨了饮用水的氟质量浓度、流速、停留时间、床层高度等因素对PFS改性天然沸石除氟性能的影响.研究发现,原水氟质量浓度越低,最佳除氟停留时间越短,PFS改性天然沸石滤柱床层高度越小.当停留时间为68 s,滤柱床层高度为47 mm时,含氟为5.8 mg·L~(-1)的模拟水样经吸附滤柱后,其氟质量浓度降到0.95 mg·L~(-1),低于国家生活饮用水标准的上限值1 mg·L~(-1).当含氟为4.14 mg·L~(-1)时,停留时间缩短为58 s,最小床层高度为40 mm;含氟为2.5 mg·L~(-1)时.停留时间为47 s,最小床层高度为32 mm,出水即可符合国家生活饮用水标准.因此,可根据不同高氟水地区的氟质量浓度来确定停留时间和床层高度,从而确定材料的适宜用量和流量.     

粉煤灰吸附高浓度有机实验室废水

对粉煤灰吸附处理高浓度有机实验室废水的各种影响因素进行了研究。结果表明粉煤灰体系在最佳处理条件下:灰水比1:5,pH值为7,接触时间为60min,可使COD高达2944mg/L的实验室废水去除59.90%。用此法预处理有机高浓度实验室废水工艺简单,操作方便,成本低廉。     

Techno-economic analysis for the electrocoagulation of fluoride-contaminated drinking water

Electrocoagulation (EC) technique was adopted for the treatment of fluoride-containing drinking water in a 3?L capacity batch reactor. Experimental investigation was carried out to observe the effect of different operating parameters, such as initial fluoride concentration, current density, inter-electrode distance, on the removal of fluoride from the fluoride-rich drinking water. Aluminum flat sheet was used as the electrode material. It was observed that with an increase in current density, percentage removal of fluoride increased. It was seen that at electrode distance of 0.005?m, removal of fluoride attained its maximum compared to the other performances obtained at different inter-electrode distances. Life time of the aluminum electrodes was estimated from the electrode corrosion observed during the experiment. Total operating cost was estimated as a combination of energy cost and electrode cost. The total operating cost was evaluated as 0.38?US$?m^?3 to remove fluoride from the solution with an initial fluoride concentration 10?mg?L^?1. Characterizations of the electrochemically generated by-products were carried out by powder X-ray diffraction, Fourier transform infra-red Raman spectroscopy, scanning electron microscopy image and corresponding elemental analysis.     

燃煤电厂氟污染与治理对策

本文以一个包含干湿两种除尘系统的高氟煤源的电厂为例,研究了电厂的氟迁移转化规律和氟污染源对周围环境的影响。并提出了综合治理电厂氟污染的对策。研究表明：湿法除尘系统的氟污染物主要是渣氟、水氟,而干法除尘系统主要是渣氟和气氟;小麦氟含量与大气中氟显著相关;灰场附近的地表水受到灰水的氟污染,部分潜水井受到了灰场渗水的污染,部分灰场土壤受到大气氟污染。     

Simultaneous removal of arsenate and fluoride from water by AI-Fe （hydr）oxides

A1-Fe （hydr）oxides with different A1/Fe molar ratios （4：1, 1：1, 1：4, 0：1） were prepared using a co- precipitation method and were then employed for simultaneous removal of arsenate and fluoride. The 4A1 ： Fe was superior to other adsorbents for removal of arsenate and fluoride in the pH range of 5.0-9.0. The adsorption capacity of the A1-Fe （hydr）oxides for arsenate and fluoride at pH 6.50.3 increased with increasing A1 content in the adsorbents. The linear relationship between the amount of OH released from the adsorbent and the amount of arsenate or fluoride adsorbent by 4A1 ： Fe indicated that the adsorption of arsenate and fluoride by A1- Fe （hydr）oxides was realized primarily through quantita- tive ligand exchange. Moreover, there was a very good correlation between the surface hydroxyl group densities of A1-Fe （hydr）oxides and their adsorption capacities for arsenate or fluoride. The highest adsorption capacity for arsenate and fluoride by 4A1 ： Fe is mainly ascribed to its highest surface hydroxyl group density besides its largest pHpzc. The dosage of adsorbent necessary to remove arsenate and fluoride to meet the drinking water standard was mainly determined by the presence of fluoride since fluoride was generally present in groundwater at much higher concentration than arsenate.     

Adsorptive removal and recovery of the azo dye Eriochrome Black T

Bottom ash and de-oiled soya have been evaluated as potential adsorbents for the removal of a water soluble azo dye. The characterization of the adsorbents has been performed using infrared spectroscopy and differential thermal analysis. A batch of adsorption method has been adopted for studying the effects of pH, adsorbate concentration, and particle size on the adsorption process. The experimental data were tested using Langmuir, Freundlich, Tempkin, and Dubinin–Radushkevich isotherms and their parameter constants were determined. The thermodynamics showed that the process is spontaneous and exothermic. The kinetic studies revealed that the adsorption process follows first-order kinetics. A fixed-bed adsorption experiment resulted in 89% and 94% saturation of bottom ash and de-oiled soya, respectively, indicating that both adsorbents can be potentially economical.     

Defluoridation of drinking water using Al3+-modified bentonite clay: optimization of fluoride adsorption conditions

Al³⁺-bentonite clay (Alum-bent) was prepared by ion exchange of base cations on the matrices of bentonite clay. Intercalation of bentonite clay with Al³⁺ was performed in batch experiments. Parameters optimized include time, dosage, and Al³⁺ concentration. Physicochemical characterization of raw and modified bentonite clay was done by X-ray fluorescence, X-ray diffraction, energy dispersive X-ray spectrometry attached to scanning electron microscopy, Brunauer–Emmett–Teller analysis, cation exchange capacity (CEC) by ammonium acetate method, and pH_pzc by solid addition method. Chemical constituents of water were determined by atomic absorption spectrometry (AAS), ion selective electrode (Crison 6955 Fluoride selective electrode) and a Crison multimeter probe. For fluoride removal, the effect of contact time, adsorbent dosage, adsorbate concentration, and pH were evaluated in batch procedures. The adsorption capacity of fluoride by modified bentonite clay was observed to be 5.7 mg g^?1 at (26 ± 2) °C room temperature. Maximum adsorption of fluoride was optimum at 30 min, 1 g of dosage, 60 mg L^?1 of adsorbate concentration, pH 2–12, and 1:100 solid/liquid (S/L) ratios. Kinetic studies revealed that fluoride adsorption fitted well to pseudo-second-order model than pseudo first order. Adsorption data fitted well to both the Langmuir and Freundlich adsorption isotherms, hence, confirming monolayer and multilayer adsorption. Alum-bent showed good stability in removing fluoride from ground water to below the prescribed limit as stipulated by World Health Organization. As such, it can be concluded that Alum-bent is a potential defluoridation adsorbent which can be applied in fabrication of point of use devices for defluoridation of fluoride-rich water in rural areas of South Africa and other developing countries. Based on that, this comparative study proves that Alum-bent is a promising adsorbent with a high adsorption capacity for fluoride and can be a substitute for conventional defluoridation methods.     

Daily dietary fluoride intake in rural villages of the Ethiopian Rift Valley

Dental and skeletal fluorosis is widespread in the Ethiopian Rift Valley region. Drinking water has been considered the main reason for the development of fluorosis, but dietary intake may also be a contributor in areas with high concentration of fluoride in water, soil, and biota. The purpose of this study is to assess the total daily dietary fluoride intake by adults in a rural part of the Ethiopian Rift Valley. The food, beverage, and water samples were collected from selected households of three neighboring villages with similar dietary pattern, but with different fluoride content in their water sources. Village A uses water with 1.0 mg L^?1 fluoride, village B uses water with 3.0 mg L^?1 fluoride, and village C uses water with 11.5 mg L^?1 fluoride both for food preparation and for drinking. The level of fluoride was determined in all food ingredients, in the prepared food, beverages, and in the water used for food preparation and drinking. Recipe and food frequency questionnaires were used to gather household food preparation and consumption patterns. An alkali fusion method was used for digestion of food samples and for subsequent determination of fluoride with ion-selective electrode. The daily fluoride intake varied depending on its concentration in the water used for cooking and drinking. In households using water with 1 mg L^?1, 3 mg L^?1, and 11.5 mg L^?1 fluoride, the total personal intake was found to be 10.5, 16.6, and 35.3 mg d^?1, respectively. Contribution of the water to the daily fluoride intake was 33%, 58%, and 86%, respectively. Even in households using water containing fluoride at a concentration of 1 mg L^?1, the daily intake was higher than the recommended safe intake of 1.5–4.0 mg d^?1 for adults, which indicates that the fluoride intake through food may cause health risks. Minimizing the fluoride concentration in water to the lowest possible level will greatly reduce the daily intake. The form of fluorine (organic or inorganic) in the food items and the associated health risk factors need further investigation.