河道淤泥气泡混合轻质土剪切流变特性及模型

利用剪切流变试验对以水泥为固化剂的河道淤泥气泡混合轻质土的流变特性进行了试验研究。试验结果表明,经固化处理的河道淤泥气泡混合轻质土在荷载作用下具有类似于硬粘性土的流变特征。剪切流变可以分为3个阶段：在剪应力水平较低时,剪切流变曲线呈衰减稳定型;随着剪应力水平的提高,剪切流变曲线呈非稳定的等速型;当剪应力水平增大到一定程度时,剪切流变曲线呈加速型。河道淤泥气泡混合轻质土的流变性随着混合轻质土强度的提高而降低。根据试验所呈现的剪切流变规律,可以发现河道淤泥气泡混合轻质土的剪切流变符合七元件黏弹塑性剪切流变模型,模型能够比较好地描述河道淤泥混合轻质土在各种剪应力水平下的衰减、等速以及加速流变过程。     

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。     

广东省城市污泥农用资源化的思考

根据广东省城市污泥的特点、广东省耕地资源严重不足和土壤肥力偏低等不利因素所引起的严峻的农业形势,阐述了大力加强广东省城市污泥农用资源化研究与实践的现实意义和迫切性,指出了存在的问题和对策。     

城市污水污泥处理利用研究进展

城市污水污泥由于其产生量的巨大及成分的复杂,如何对它进行合理利用已越来越受人们关注。文章系统地综述了污泥的减容化、无害化处理方式及其进展,并重点对其资源化的土地利用和水处理利用等作了较为详细的论述,从而提出污泥的资源化最经济、最有效的处理途径。     

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.     

重庆市城市污泥中的重金属及其农用环境容量

城市污泥农用的环境风险取决于城市污泥中的污染物含量及土壤理化性质。该文分析了重庆市10个城市污水处理厂污泥中的Cu,Zn,Pb和Cd含量及形态,根据土壤环境容量及氮肥施用量计算了重庆主要旱地土壤的最大施用量和年施用量。结果表明,重庆市城市污泥中的Zn、Cu、Pb和Cd含量分别为362.12～725.32mg/kg,69.84～170.22mg/kg,21.25～107.24mg/kg和1.26～4.25mg/kg。污泥中不稳定态Zn、Cu、Pb和Cd的比例分别为42.89%～44.74%,2.69%～9.45%,0.95%～12.06%和61.05%～79.91%。根据土壤重金属的静态容量,计算出重庆主要旱地土壤紫色土和黄壤城市污泥的一次性最高施用量分别为384.62t/hm2和98.90t/hm2。根据土壤重金属动态容量,以15、20、50为年限,计算出的城市污泥的年施用量,紫色土为66.10,60.91和55.71t/(hm2·a),黄壤为30.32,28.99和27.53t/(hm2·a)。根据作物的需氮量计算城市污泥的年施用量为3.04～6.40t/(hm2·a),该施用量低于根据土壤环境的动态容量计算的施用量,按此用量施用城市污泥更安全。     

Contribution of sewage sludge to erosion control in the rehabilitation of limestone quarries

The aim of this study was to evaluate the effects of high doses of municipal sludge on soil aggregation and to assess its value for soil erosion reduction, both under natural and in simulated rainfall conditions. Doses of 200 and 400 Mg ha⁻¹ sewage sludge (dry weight) were applied to the soil of experimental plots situated on a 28 degree slope. Two sludge application procedures were tested: pre-mixing into the soil before disposal on the slope, and direct application on the soil surface. Sheet erosion was measured by collecting the sediment carried down to a Gerlach trough situated at the base of the plots. Simulated rainfall, with an intensity of 64 mm h⁻¹, was applied to evaluate soil erodibility. When the soil had no vegetation, the erosion measured on plots treated with sludge represented less than 10 per cent of the erosion from the control plot. Even when the vegetation was well developed, the erosion was also lower in the plots where sludge had been applied. In simulated rainfall, the soil loss was inversely proportional to the sludge dose, and when sludge was applied directly on the soil surface the erosion rates and particle mobilization caused by raindrop impact were minimal. Sludge amendments increase infiltration rates and improve soil structure, increasing the mean weight diameter of aggregates and their water resistance.     

杨凌城市生活垃圾中重金属元素的污染特性分析

采用异地取样和理化分析的方法对杨凌城区生活垃圾中重金属元素的含量、浸出毒性进行了测定。通过污染负荷评价得到主要污染元素,并在调查的基础上对重金属来源进行了分析,提出了重金属污染的防治对策。结果表明,垃圾中塑料含量以学生生活区最高,高达41.47%;可腐有机物含量西农学生生活区最高,达到32%～46%,化安生活区最低,只有5.076%;筛下混合物西农学生生活区较低,在20%左右,其他各采样点在37.91%～69.30%。同一采样点的不同重金属元素的含量,表现为Zn的含量最高,变化范围为76.63～704mg·kg-1,其次是Cu和Cr,变化范围分别是7.26～226.7mg·kg-1和13.24～90.21mg·kg-1,As的含量最低,变化范围在0.49～18.52mg·kg-1。生活垃圾因产生主体不同而使污染元素的可浸出态含量差别较大,但不具有浸出毒性危险。杨凌城市生活垃圾中As的污染负荷远远高于Zn和Cu。