用傅里叶数与优化法分析污泥过热蒸汽干燥有效扩散系数

为进一步研究污泥薄层在过热蒸汽干燥中湿分扩散机理与有效扩散系数,根据干燥法测定有效扩散系数计算时往往忽略物料湿含量变化对有效扩散系影响,该文采用傅里叶数法和优化法分别计算2、4、6和10 mm厚度污泥薄层,在120~280℃过热蒸汽温度下的有效扩散系数,分析有效扩散系数与过热蒸汽温度、薄层厚度之间的关系。计算分析结果表明:采用傅里叶数法和优化法得出的有效扩散系数数值基本一致,能更为精确反应污泥薄层过热蒸汽干燥有效扩散系数值及变化特性;傅里叶数法和优化法算得4 mm厚度污泥在120~280℃过热蒸汽干燥有效扩散系数分别为2.52×10-10~2.93×10-9 m2/s与2.75×10-10~3.32×10-9 m2/s;2、4、6和10 mm厚度污泥在160℃过热蒸汽干燥时2种方法计算的有效扩散系数分别为3.84×10-10~2.28×10-9 m2/s与4.40×10-10~2.72×10-9 m2/s;有效扩散系数随着过热蒸汽温度、薄层厚度增大而逐渐增大,并成线性关系。通过多元线性回归得到2种方法计算的有效扩散系数与干燥温度、薄层厚度简化的表达式,决定系数分别为0.9982、0.9956。计算结果可为污泥薄层过热蒸汽干燥湿分扩散过程与有效扩散系数的变化分析提供参考。     

兰州市城市污水处理厂污泥中重金属形态分布特征与潜在生态风险评价

通过现场调查采样及室内分析,研究了兰州市七里河安宁污水处理厂和雁儿湾污水处理厂污泥中重金属的形态分布特征,并对其进行了潜在生态风险评价。结果表明,污泥总体呈高有机质、高全N和有效P、高微量营养元素,且Cu、Zn、Cd、Pb、Ni5种重金属的含量均低于污泥农用控制标准,具有很好的农用价值。污泥中Zn、Cd、Pb主要以有机结合态和残渣态存在,而Cu、Ni可交换态所占比例较高,分别为14.95%和14.41%,不稳定态所占比例分别为41.12%和31.04%,表现出较高的生物活性和可利用性。七里河和雁儿湾污泥中重金属的潜在生态风险属于低度风险;Cd、Cu是污泥中重金属潜在生态风险的主要贡献者,在污泥处理处置时应引起高度重视。     

再生水灌溉对4类土壤Cd生物有效性的影响

根据国家土壤环境质量标准,选取重金属Cd含量为二级水平的4类土壤（红壤、 潮土、 土、 黑土）进行土培试验,研究再生水灌溉与小白菜生物量及Cd含量、 土壤有效态Cd含量、 pH、 微生物群落的关系,以及不同类型土壤间的差异性。结果表明, 再生水灌溉在不同类型土壤上对小白菜生物量及Cd含量、 土壤有效态Cd含量、 土壤pH和微生物数量的影响不同: 1）红壤、 潮土、 土上小白菜生物量增加显著,分别增加9.09%、 16.08%、 9.92%,黑土上增加不显著; 2）小白菜Cd含量在红壤上显著降低,由对照的0.29 mg/kg降低到0.22 mg/kg,在黑土上比对照增加了18.75%,在潮土和土上影响不大; 3）有效态Cd含量在红壤没有变化,但在潮土、 土、 黑土上增加显著; 4） 4类土壤微生物数量增加显著; 5）潮土、 土、 黑土的pH值有所降低。     

Occurrence of Polycyclic Musks in Sewage Sludge and their Behaviour in Soils and Plants. Part 1: Behaviour of Polycyclic Musks in Sewage Sludge of Different Treatment Plants in Summer and Winter (5 pp)

Background, Aim and Scope   Part 1: Behaviour of Polycyclic Musks in Sewage Sludge of Different Treatment Plants in Summer and Winter Part 2: Investigation of Polycyclic Musks in Soils and Plants -  Preamble. In Part 1 of the study, screening tests were performed to investigate the occurrence of PCMs in sewage sludges. For a preliminary risk assessment, further information is needed about their behaviour in the terrestrial environment. Hence, Part 2 examined the adsorption of PCMs to soil, their dissipation and leaching in soil and their uptake by plants. Background, Aim and Scope   Polycyclic Musks (PCMs) enter the environment via the waste water system. Because of their persistence, they can accumulate in different matrices like sewage sludge or biota. By the use of sewage sludge as a fertilizer, PCMs are transferred to agricultural soils. Therefore, in Part 1 of the study, screening tests were performed to investigate the occurrence of PCMs in sewage sludge. For a preliminary risk assessment, further information is needed about their behaviour in the terrestrial environment. Hence, Part 2 of the study examined the adsorption of PCMs to soil, their dissipation and leaching in soil, and their uptake by plants. Materials and Methods: In the screening study, samples of activated sewage sludge were taken both in summer and in winter at 21 treatment plants. In order to get an overview of the contamination situation, sampling covered different types of treatment plants (in rural, urban, industrial areas). Analytical methods for the determination of HHCB, AHTN, ADBI, ATTN, AHDI and ATII in the sludge samples were developed and applied. Results: The analytical screening of PCMs showed their presence in activated and dried sewage sludge samples. HHCB and AHTN represented about 95% of the PCMs investigated. Their concentrations in the activated sludge samples varied between 2.9 and 10.4 mg/kg dry mass (dm) and 1.1 to 4.2 mg/kg dm, respectively. Although different types of sewage treatment plants were investigated, similar PCM levels were found, showing the widespread input of these compounds into domestic waste water. Discussion: PCM concentrations in activated sludge varied widely. The variation drops substantially when concentrations are related to the varying dry mass. In dehydrated sludge, PCM concentrations were up to 24 mg/kg dm for HHCB and up to 6.9 mg/kg dm for AHTN. These high values are comparable to those obtained in other investigations analysing PCMs. If the degradation of organic mass during anaerobic decomposition is included in the evaluation, the figures obtained are comparable to those for activated sludge. Elimination in sewage sludge was higher in summer than in winter. Therefore, the contamination of the sludges in winter reached higher levels compared to the summer. Conclusions: The results show that PCMs are widespread contaminants in sewage sludge. Recommendations and Perspectives: PCM should be considered in a risk assessment as potential contaminants of sewage sludge destined for agricultural use. Due to the high PCM levels in sewage sludge, further investigations into the degradation and elimination behaviour in sewage sludge have to be carried out, including that involving PCM metabolites such as lactone derivatives.     

长江三角洲地区污泥中多环芳烃的污染研究

To ascertain the contaminated conditions of polycyclic aromatic hydrocarbons （PAHs） in sludge and to evaluate the risk of application of this sludge for agricultural purposes, 44 sludge samples obtained from 15 cities in the Yangtze River Delta area of China were investigated using capillary gas chromatography/mass spectrometry （GC/MS） after ultrasonic extraction and silica gel cleanup. PAHs＇ contents ranged from 0.0167 to 15.4860 mg kg^-1 （dry weight, DW） and averaged 1.376 mg kg^-1, with most samples containing 〈 1.5 mg kg^-1. Pyrene （PY）, fluoranthene （FL）, benzo[b]fluoranthene （BbF）, indeno[1,2,3-cd]pyrene （IND）, benzo[a]pyrene （B[a]P）, and benzo[g,h,i]perylene （BghiP） were the most dominant compounds, ranging from 0.1582 to 0.2518 mg kg^-1. Single PAH, such as naphthalene （NAP, 2-benzene rings）, phenanthrene （PA, 3-benzene rings）, PY （4-benzene rings）, and FL （3-benzene rings）, had high detection rates （76.1%-93.5%）. The distribution patterns of PAHs were found to vary with the sludge samples; however, the patterns showed that a few compounds with 2- and 3-benzene rings were commonly found in the samples, whereas those with 4-, 5-, and 6-benzene rings were usually less commonly found. All the 44 sludge samples were within the B[a]P concentration limit for sludge applied to agricultural land in China （〈 3.0 rag kg^-1）. The probable sources of PAH contamination in the sludge samples were petroleum, petroleum products, and combustion of liquid and solid fuel. The concentrations and distributions of the 16 PAHs in sludge were related to sludge type, source, and treatment technology, together with the physicochemical properties.     

Effect of differently post-treated dewatered sewage sludge on β-glucosidase activity,microbial biomass carbon,basal respiration and carbohydrates contents of soils from limestone quarries

This work has evaluated the effects of thermally dried (TDS) or composted (CDS) dewatered sewage sludge on β-glucosidase activity, total (TCH) and extractable (ECH) carbohydrate content, microbial biomass carbon and basal respiration of soils from limestone quarries under laboratory conditions. Two doses (low and high) of the dewatered sludge (DS) or of the respective TDS or CDS were applied to a clayey and a sandy soil, both coming from working quarries. The soil mixtures and the controls (soils with no added sludge) were incubated for 9 months at 25°C and 30% of field capacity. The addition of sludge increased all the studied soil parameters, and the increase depended on the amount of sludge. Except in the case of TCH and ECH, the enhancing effect decreased with time, but at the end of incubation, parameters of the treated soils were higher than those of the control. The rank order of the initial stimulating effect was soil–TDS ≥ soil–DS ≥ soil–CDS, and probably, this order depended on the proportion of stable organic matter, which was the lowest in the TDS. Values of metabolic quotient (qCO₂) were higher at the lower dose, and they did not change during incubation in the CDS-treated soils. Both TCH and ECH were the parameters with the greatest significant sludge and dose effects. Basal respiration, microbial biomass carbon and β-glucosidase activity were the best measured parameters in distinguishing the long-term effects of the three sludge types over the soils.     

短程硝化液提升市政污泥中温厌氧消化产沼能力的工程试验分析

文章通过控制桂平市污泥处理厂中沼液多级好氧生化系统的曝气量,获得含游离亚硝酸(FNA)的短程硝化液并回流至有效容积为100 m3的中温厌氧反应器,与市政剩余污泥进行联合厌氧消化产沼气.试验结果表明:短程硝化液的加入可显著提高市政污泥中温厌氧消化产酸产气效率.当反应器中HNO2-N浓度为178 mg·L-1时,SCOD的...     

化学强化初沉污泥厌氧消化产甲烷潜力研究

该试验以化学强化初沉污泥为研究对象,采用中温/高温(35℃/55℃)厌氧消化方法,研究采用化学一级强化处理工艺(CEPT)产生的化学强化初沉污泥厌氧消化产甲烷效果,并对比化学强化初沉污泥在中温、高温工况的厌氧消化产甲烷性能,明确适合化学强化初沉污泥的处理工艺.研究结果表明,化学强化初沉污泥单位VSS累积产甲烷量和VSS...     

有机污泥干燥特性与干燥模型研究

为了有效处理含水率较高且体积庞大的有机污泥,实现与低温热解工艺相结合,进一步完善污泥处理与利用知识体系,研究了干燥温度与升温速率对污泥干燥过程中的质量、失重率、含水率、热量的影响。同时研究了不同温度下污泥的干燥速率和含水率的变化规律,并建立了污泥干燥的数学模型。实验结果表明:从不同干燥特性曲线可以看出,污泥的干燥特性符合理论的3个阶段,预热时间极短,恒速阶段持续时间也不长,最后的减速阶段时间最长。干燥终温为240℃时污泥干化时间最短,速率最快。二次模型的预测值与实测值决定系数为0.992 4,均方根误差和残差平方和分别为0.035和0.032,与其他数学模型相比,二次模型对污泥干燥过程的拟合优度最高。