矿化垃圾生物反应床处理奶牛场废水的工艺参数

试验考察了矿化垃圾生物反应床工艺处理奶牛场废水出水水质与配水负荷的关系。试验研究表明，出水CODcr、NH4-N浓度分别与配水负荷呈线性和指数相关；TN的去除率仅为60％左右，是选择最佳配水负荷的限制性因素；综合考虑废水处理能力和NO3-N的反硝化，配水速率可以保守选择0．09～0．11cm／h。     

塔式矿化垃圾生物反应床处理垃圾填埋场渗滤液的效能研究

通过正交试验研究了固液比、进水COD和运行周期对塔式矿化垃圾生物反应床处理垃圾渗滤液的性能影响.小试试验结果表明,在温度为10～37 ℃条件下,固液比是影响污染物去除性能的关键因素.现场中试研究表明,在水力负荷为0.267～0.444 m3/d(以每立方米矿化垃圾计)条件下,出水COD和出水氨氮基本满足国家二级排放标准.塔式矿化垃圾生物反应床是一种高效低耗的垃圾渗滤液处理工艺.     

矿化垃圾生物反应床处理印染废水的工艺参数优化及优势菌群

为了探讨矿化垃圾再利用于印染废水处理的可行性,研究了矿化垃圾生化反应床处理模拟印染废水的工艺参数,进行了优势菌群的镜检和提取、培养,实验结果表明,适宜的工艺运行参数如下为水力停留时间12~24 h,水力负荷100~140 L/(m3·d),COD污染负荷240~360 g/(m3·d),布水周期为24 h条件下的进水历时为6 h;适宜的工艺运行参数条件下,矿化垃圾生化反应床对模拟印染废水的COD去除率97%以上,总磷去除率95%以上,氨氮的去除率在98%以上;处理模拟印染废水的矿化垃圾生化反应床内的微生物群落以球菌为主,该菌体对模拟印染废水具有良好的专性降解作用。研究结果将对矿化垃圾的再利用和印染废水的处理提供一定的技术参考。     

矿化垃圾生物反应床处理含酚废水工艺研究

研究了矿化垃圾生物反应床处理含酚废水的工艺参数.矿化垃圾生物反应床在经过驯化后,形成了稳定的微生物系统,反应床对有机酚具有较高的去除率.有机酚的去除率受湿干比影响较大,随着配水速率的提高,反应床对有机酚的去除率逐渐下降,配水速率大于0.342 cm/min时,去除率急速下降.在进水有机酚质量浓度为20 mg/L,连续配水时间6 h,湿干比为1∶8,配水速率为0.254 cm/min的条件下,反应床出水可达到或接近国家三级排放标准.     

矿化垃圾床＋SBR工艺处理渗滤液的论证及研究

通过论证，选择了矿化垃圾床 SBR工艺进行渗滤液处理的研究。当两类渗滤液水质CODcr分别为22．648和13．236g／L，NH3-N分别为850和642mg／L时，采用矿化垃圾床 SBR工艺处理垃圾渗滤液取得了良好的效果。试验结果表明，处理后渗滤液CODcr降到小于300mg／L，NH3-N降到小于20mg／L的水平，达到了渗滤液的二级排放标准。     

用生物法处理火电厂柠檬酸酸洗锅炉废水的可行性研究

本文根据火电厂柠檬酸洗锅炉废水的可生物处理试验和好氧法处理该废水的试验，说明了用生物法处理这种废水的可行性。     

臭氧预氧化-BAF工艺深度处理垃圾渗滤液

以广东省江门市垃圾填埋场垃圾渗滤液为研究对象，对经SBR生化处理和聚合硫酸铁混凝后的垃圾渗滤液，采用臭氧-BAF(曝气生物滤池)工艺进行深度处理。该工艺优点在于：臭氧高级氧化技术使大分子有机污染物降解成二氧化碳和水，或者小分子有机污染物，有利于后继BAF的生化处理，且臭氧处理过后废水的色度明显降低，是废水处理的有效方法之一。而后采用曝气生物滤池对垃圾渗滤液进行进一步处理，对COD进一步去除。结果表明，当臭氧的加入量为150 mg/L，BAF停留时间＞4 h，出水COD低于85 mg/L，稳定达到国家GB 16889-1997《生活垃圾填埋污染控制标准》一级排放标准，臭氧氧化法处理每吨垃圾渗滤液的费用为4.8元。     

味精废水处理技术综述

本文分类介绍了当前我国味精废水处理技术的现状 ,重点介绍了物化处理和生物处理方法对味精废水的处理效果 ,并对味精废水综合处理方案提出了自己的见解     

味精废水处理技术综述

本文分类介绍了当前我国味精废水处理技术的现状,重点介绍了物化处理和生物处理方法对味精废水的处理效果,并对味精废水综合处理方案提出了自己的见解。     

Fenton试剂—生物法联合处理有机废水研究进展

本文对Fenton试剂和生物法联合处理有机废水的工艺流程，适用废水种类，废水处理机理和衡量指标进行了综述，并对Fenton试剂和生物法相结合处理有机废水研究进行了展望。     

Biodegradation of wastewater nitrogen compounds in fractures: laboratory tests and field observations

Throughout several coastal regions in the Mediterranean where rainfalls rarely exceed 650 mm per year municipal treated wastewater can be conveniently reused for soil irrigation. Where the coastal aquifer supplies large populations with freshwater in such area, an assessment of ground water quality around spreading sites is needed. In this study, the efficacy of natural filtration on nitrogen degradation in wastewater spreads on the soil covering the Salento (Southern Italy) fractured limestone was quantified by using laboratory tests and field measurements. In the laboratory, effluent from municipal wastewater treatment plants was filtered through a package of fractures made by several slabs of limestone. An analysis of wastewater constituent concentrations over time allowed the decay rates and constants for nitrogen transformation during natural filtration to be estimated in both aerated and non-aerated (i.e., saturated) soil fractures. A simulation code, based on biodegradation decay constants defined in the laboratory experiments, was then used to quantify the total inorganic nitrogen removal from wastewater injected in an aquifer in the Salento region (Nardò). Here the water sampled in two monitoring wells at 320 m and 500 m from the wastewater injection site and downgradient with respect to groundwater flow was used to verify the laboratory nitrification and denitrification rates.     

The cytotoxic effect of wastewater from the phosphoric gypsum depot on common oak (Quercus robur L.) and shallot (Allium cepa var. ascalonicum)

The effect of wastewater from a phosphoric gypsum depot on common oak, Quercus robur L., at cytogenetical level was studied. Allium-test was used as a control. The treatment of common oak seedlings with wastewater under laboratory conditions caused mitodepressive effect. Chromosome aberrations and mitotic irregularities were found. Cytogenetic analysis of common oak seedlings grown from acorns collected near the depot did not show changes in mitotic activity in comparison to control but the number of aberrations was higher than in control. In comparison to Alliumtest common oak was found to be more tolerant to wastewater from the phosphoric gypsum depot.     

生化-臭氧-曝气生物滤池组合工艺处理制药园区综合废水

针对某制药工业园区综合废水污染物成分复杂、难降解、毒性大、色度深等特点，提出了水解酸化／好氧-臭氧-曝气生物滤池（H／O-O3-BAF）的工艺流程。通过现场实验研究对处理流程以及各个处理单元的运行参数进行了优化。系统稳定运行期间，处理出水化学需氧量（COD）小于50mg／L，色度小于4倍，出水水质达到《城镇污水处理厂污染物排放标准》（GB18918—2002）中一级A标准。发光菌毒性的测试表明，该工艺流程可有效削减废水中的生物毒性。     

First inter-laboratory comparison exercise for the determination of anticancer drugs in aqueous samples

The results of an inter-laboratory comparison exercise to determine cytostatic anticancer drug residues in surface water, hospital wastewater and wastewater treatment plant effluent are reported. To obtain a critical number of participants, an invitation was sent out to potential laboratories identified to have the necessary knowledge and instrumentation. Nine laboratories worldwide confirmed their participation in the exercise. The compounds selected (based on the extent of use and laboratories capabilities) included cyclophosphamide, ifosfamide, 5-fluorouracil, gemcitabine, etoposide, methotrexate and cisplatinum. Samples of spiked waste (hospital and wastewater treatment plant effluent) and surface water, and additional non-spiked hospital wastewater, were prepared by the organising laboratory (Jo?ef Stefan Institute) and sent out to each participant partner for analysis. All analytical methods included solid phase extraction (SPE) and the use of surrogate/internal standards for quantification. Chemical analysis was performed using either liquid or gas chromatography mass (MS) or tandem mass (MS/MS) spectrometry. Cisplatinum was determined using inductively coupled plasma mass spectrometry (ICP-MS). A required minimum contribution of five laboratories meant that only cyclophosphamide, ifosfamide, methotrexate and etoposide could be included in the statistical evaluation. z-score and Q test revealed 3 and 4 outliers using classical and robust approach, respectively. The smallest absolute differences between the spiked values and the measured values were observed in the surface water matrix. The highest within-laboratory repeatability was observed for methotrexate in all three matrices (CV?≤?12 %). Overall, inter-laboratory reproducibility was poor for all compounds and matrices (CV 27–143 %) with the only exception being methotrexate measured in the spiked hospital wastewater (CV?=?8 %). Random and total errors were identified by means of Youden plots.     

Laboratory shake flask batch tests can predict field biodegradation of aniline in the Rhine

The aim of this study was to compare degradation rates of aniline in laboratory shake flask simulation tests with field rates in the river Rhine. The combined events of a low flow situation in the Rhine and residual aniline concentrations in the effluent from the BASF treatment plant in Ludwigshafen temporarily higher than normal, made it possible to monitor aniline at trace concentrations in the river water downstream the wastewater outlet by means of a sensitive GC headspace analytical method. Aniline was analyzed along a downstream gradient and the dilution along the gradient was calculated from measurements of conductivity, sulfate and a non-readily biodegradable substance, 1,4-dioxane. Compensating dilution, field first-order degradation rate constants downstream the discharge of BASF were estimated at 1.8 day⁻¹ for two different dates with water temperatures of 21.9 and 14.7 °C, respectively. This field rate estimate was compared with results from 38 laboratory shake flask batch tests with Rhine water which averaged 1.5 day⁻¹ at 15 °C and 2.0 day⁻¹ at 20 °C. These results indicate that laboratory shake flask batch tests with low concentrations of test substance can be good predictors of degradation rates in natural water bodies––at least as ascertained here for short duration tests with readily degradable compounds among which aniline is a commonly used reference.     

污水处理中的人工湿地强化技术研究

人工湿地作为一种新型污水生态处理工艺受到越来越广泛的重视，在生活污水、特种工业废水、采矿污水、农业和畜牧业污水以及水产养殖废水等处理中得到了广泛的应用。但是其本身的局限却限制了它在高浓度废水、某些工业废水处理等方面的应用，在寒冷地区的应用也受到限制。本研究分析了一些强化技术（如湿地内部要素强化、工艺强化和工程强化等）在提高人工湿地的净化效能以及扩大其应用范围的可能性。     

污水处理中的人工湿地强化技术研究

人工湿地作为一种新型污水生态处理工艺受到越来越广泛的重视,在生活污水、特种工业废水、采矿污水、农业和畜牧业污水以及水产养殖废水等处理中得到了广泛的应用.但是其本身的局限却限制了它在高浓度废水、某些工业废水处理等方面的应用,在寒冷地区的应用也受到限制.本研究分析了一些强化技术(如湿地内部要素强化、工艺强化和工程强化等)在提高人工湿地的净化效能以及扩大其应用范围的可能性.     

双氧水强化微电解法处理硝基苯废水的试验研究

以某化工厂的硝基苯生产废水为研究对象,在小试确定试验条件的基础上,采用双氧水强化微电解法对废水进行处理,探讨双氧水强化微电解法对废水处理的原理及处理工艺条件.实验结果表明：双氧水强化微电解法处理难降解有机废水,效果好,可以提高废水的生化性,为废水的后续处理提供了有利条件,是难生化有机废水处理的有效方法之一.     

不同来源高浓度有机废水的集中处理

按照水质情况,将多种来源于不同工业生产过程中的高浓度有机废水划分为高悬浮固体乳化液废水、难生化高浓度有机废水、高悬浮固体不含油有机废水、含铬有机废水和杂质含量较少的乳化液废水5类,分别采用酸化破乳/Fen-ton氧化/混凝/絮凝、Fenton氧化/混凝/絮凝、混凝/絮凝、还原/混凝/絮凝、震动膜过滤技术作为生化预处理技术,并通过小试和中试验证了各技术的效果。实验结果表明,按照上述分类结果,采用不同预处理技术可以得到良好的效果,废水水质明显改善,满足继续生化处理的基本条件。各预处理生产装置处理效果稳定,同时生化系统已经稳定运行120天以上,COD去除率超过90%,出水经过低剂量的Fenton试剂处理后可达到《污水排入城镇下水道水质标准》(CJ343-2012)。     

Breakthrough adsorption study of migratory nickel in fine-grained soil.

The present study was conducted to evaluate the breakthrough curve for nickel adsorption in fine-grained soil from a nearby ash pond site of a thermal power plant. Nickel was found to be the major polluting solute in the ash sluicing wastewater. The adsorption of nickel by vertical soil column batch test and horizontal migration test was carried out in the laboratory. Field investigation was conducted also, by installing test wells around the ash pond site. Experimental results showed a good adsorptive capacity of soil for nickel ions. The breakthrough curves showed a reasonable fitting with a one-dimensional mathematical model. The breakthrough curves yielded from field test results showed good agreement with a two-dimensional mathematical model.