即时合成层状双氢氧化物处理高氟水的实验研究

提出了即时合成层状双氢氧化物去除F-的新方法,并初步揭示了反应的基本原理:首先由Mg2 、Al3 水解共沉淀形成LDH,然后F-嵌入LDH层间平衡结构电荷,从而使F-离子以LDH沉淀的形式被去除。研究结果表明,影响处理效果的因素包括Mg/Al比值、pH值、反应时间等。当Mg/Al为2∶1,pH值为9.5,反应时间为120 min时,F-去除率较高,Mg、Al利用比较充分,显示这种废水处理技术具有非常好的研究价值。     

亚硫酸制浆废液CODB与BOD5的相关性研究

根据对稀释配制的亚硫酸制浆废液(中段水)进行曝气,测定不同时间CODcr的值,通过数据图解处理法得到可生化化学耗氧量(CODB)。经与同批样品实测BOD5值进行换算,对其平均值结果进行方差分析。结果表明:误差结果为9.26%,即由作图法测定的CODB值与BOD5测试法的值非常接近,对亚硫酸制浆废液的生化处理研究具有实际意义。     

Development of combined biological technology for treatment of high-strength organic wastewater and results of case studies

Our study group has developed a unique combined ters from the industries of dyestuff, pharmaceutical, chemical biological technology to treat high-strength organic wastewaengineering and zymolysis by using the principles of anaerobic ecological niche and bio-phase separation. The study obtained five national invention patents and eight patent equipments. This technology contains four kernel processes - two-phase anaerobic-aerobic process, hydrolysis-acidification-oxidation process, UASBAF-oxidation process, and internal cycling-hydrolysis-oxidation process. Fifteen pilot projects were accomplished in the basins of Tai Lake, Huai River, Liao River and Songhua River, and their total capital investment reached 185.214 million Yuan （RMB）. Compared to conventional wastewater treatment technology, the innovative technology is more costeffective for high-strength organic wastewater treatment, can save capital investment by 15% - 30%, lessen land usage by 20% to 40% and decrease the operating cost by 10% to 25%. The operating cost of treatment per cubic meter industrial wastewater could be below 0.6 to 1.4 Yuan （RMB）.     

Dyeing and printing wastewater treatment using fly-ash coated with chitosan

Printing and dyeing industry is a considerable source of environmental contamination. In this study treatment of printing and dyeing wastewater with a new type of sewage treatment agent, fly-ash coated with chitosan particles (FCCP), was examined. The effects of pH, stirring time, sedimentation time and temperature on color, COD, turbidity and NH₃-N removal were determined. The optimum dosage of FCCP and the influence of individual factors on removal efficiency were tested. The optimum parameters determined using the L₁₆(4⁵) orthogonal experiment were as follows: FCCP (weight ratio of chitosan to fly-ash 1:6) dosage, 4 g·L⁻¹; temperature, 35°C; pH, 4. The stirring time and sedimentation time were 20 min and 5 h, respectively. Under these optimum conditions, the color, COD and NH₃-N removal ratios were 97%, 80% and 75%, respectively.     

MnO2-UV联用光化学降解苯酚废水的初步研究

探讨了人工合成的高价锰氧化物与紫外光(UV)联用时降解苯酚废水的特性。结果表明,氧化锰矿物在无UV时对苯酚的降解能力差异大,1 g/L的氧化锰4 h对200 mg/L苯酚废水的降解率和COD去除率分别为:锰钾矿97.51%、酸性水钠锰矿89.07%、碱性水钠锰矿11.36%、钙锰矿9.67%;锰钾矿87.79%、酸性水钠锰矿53.11%、碱性水钠锰矿6.42%、钙锰矿1.43%。UV光照下,氧化锰矿物对苯酚的降解率有不同程度的提高,且表现出显著的表面光催化性质,增加了苯酚的深度降解,COD去除率显著提高。UV下氧化锰4 h对苯酚的降解率分别为:锰钾矿99.48%、酸性水钠锰矿91.86%、碱性水钠锰矿40.15%、钙锰矿35.95%);COD的去除率分别为:锰钾矿98.11%、酸性水钠锰矿68.45%、钙锰矿27.57%、碱性水钠锰矿24.27%。MnO2-UV联用时降解苯酚可能包括两种主要作用机制:氧化锰矿物的直接化学氧化降解和UV下MnO2的表面光催化降解。     

金属矿物材料在废水处理中的应用

从环境矿物学角度，对金属矿物材料(铁氧化物与氢氧化物、锰氧化物和氢氧化物、铁硫化物)在废水处理中的应用现状进行了综述，分析金属矿物材料在水环境保护方面存在的问题，并对其应用前景进行展望。     

Impacts of wastewater irrigation on soils and crops in suburban area of Shiraz, Iran

This preliminary work reported here dealt with potential impacts of wastewater irrigation on soils and crops sampled along the Koshk River canal in the suburban area of Shiraz City, Iran. It also attempts to assess the extent of heavy metal contamination in soils and crops and human exposure risk. For this purpose, samples including soils and plants were collected from two wastewater irrigated sites and a tubewell-irrigated site （marked by A, B and C）. Concentrations of the six heavy metals Ni, Pb, Cd, Zn, Cr and Cu were determined by AAS. Physical and chemical properties of soil samples were also determined. The PLIs and CF for soils and HQ （Hazard quotient） for some vegetables were calculated. The results showed that organic matter content increased from 22% to 30 % in wastewater-irrigated soils as compared to tubewell water irrigated and admixture water irrigated ones. The soil pH was raised by 2 units as a result of wastewater irrigation at site A compared to sites B and C. Wastewater irrigation also result in relatively high concentrations of Ni, Pb and Zn （275.5, 441.3 and 177 mg/kg, respectively） in wastewater irrigated soils over tubewell water irrigated soils. These levels are higher than the maximum permissible limits in unpolluted soils, indicating that a degree of contamination has occurred. This was confirmed by calculated PLIs and contamination factors in soil samples, The results also showed some crops cultivated at sites A and B contained high levels of Ni and Cd beyond the maximum permissible concentrations and those cultivated at site C. The concentrations of these heavy metals are within or very close to the critical levels. HQ indices and daily intake calculated in respect of metal contents in some vegetables （spinach, lettuce and celery） showed that toxic risk due to Cd in these vegetables and crops was greater than one. This study generally concludes that although the content of heavy metals did not reach toxic level, extensive use of untreated wastewater drawn from the Koshk River has obviously increased the contamination of Ni and Pb in soils and Cd in some vegetables cultivated along the canal, causing potential health risk in the long-term scense for consumers or local residents.     

Pretreatment of diosgenin wastewaters using polyferric sulfate as a main coagulant

Diosgenin is produced from Dioscrea L, mainly using D.zingiberensis as the raw material. During the process, particularly in the process of acidic hydrolysis, large quantities of high-strength wastewaters are discharged. The waste liquids are characteristic of strong acidity, usually with pH value less than 1, and high concentrations of organic matter with average CODcr （chemical organic demand） in the range of 20000-3000 mg/L. Without proper treatment, their free disposal would pose serious threat to natural ecosystem and cause considerable environmental problems. Since diosgenin wastewaters contain high load organics and acidity, appropriate pretreatment is needed before they are biologically degraded. Coagulation is a common method for eliminating colloid particles and/or high molecule organic chemicals from wastewaters. Poly-ferric sulfate is found to be most effective in removing organic matter. The objective of this study is to investigate the effectiveness and feasibility of poly-ferric sulfate to reduce CODcr and turbidity from diosgenin wastewaters. Due to its high acidic nature, the pH value of diosgenin wastewater was neutralized with Ca（OH）2 solution before being coagulated. Various factors that influence the coagulation process, such as pH value, the dosage of poly-ferric sulfate, polyelectrolyte aids and mixing conditions were examined in the experiments.     

香蒲、灯心草人工湿地的研究─Ⅲ.净化污水的机理

通过香蒲Ｔｙｐｈａ ａｎｇｕｓｔｉｆｏｌｉａ和灯心草Ｊｕｎｃｕｓ ｅｆｆｕｓｕｓ人工湿地微生物分布状况的调查,水生植物生长状况的观察,研究了介质、水生植物和微生物三者净化污水的作者,探讨了人工湿地对污水中污染物质的去除机制。研究表明,人工湿地对污水的氮、磷的化学耗氧量的去除作用是介质、水生植物和微生物综合作用的结果,粘性土壤和花岗石介质更利用于污水中磷的去除。     

利用13X沸石分子筛净化含Pb~(2+)废水的实验研究

采用静态间歇法 ,实验研究了含Pb2 +废水的 pH值及吸附时间对 13X沸石分子筛吸附Pb2 +性能的影响 ,得出了最佳去除效果的优化条件为 :废水的 pH值接近中性 ,吸附时间 10min。通过吸附实验 ,确定了在Pb2 +初始浓度为 2 0mg/L的条件下 ,13X沸石对Pb2 +的吸附量为 2 1 4 2mg/g ,即每克沸石净化含Pb2 +废水的最大体积量约为 75 0mL。解析实验表明 ,加入沉淀剂 ,浓缩洗脱液中的Pb2 +即以PbS的形式生成沉淀 ,为回收金属铅提供了可能 ;13X沸石在循环使用 5次的条件下 ,对废水中Pb2 +的吸附率仍高达 98% ,重复使用性能良好。经处理后的净化水中Pb2 +的浓度小于 0 4mg/L ,显著低于国家废水排放标准GB8978 88的指标 ( 1 0mg/L)。 13X沸石对Pb2 +的主要吸附形式是离子交换和表面络合反应。