皂角苷对几种生活污泥中和的去除

为探讨皂角苷对污泥中Cu和Zn去除的机制,采用化学淋洗的方法研究皂角苷浓度（0~7%）、pH（2~6）、振荡时间（0~48 h）、温度（10、25、40℃）和提取次数（1~4次）对四种生活污泥中Cu和Zn去除率的影响,分析去除前后重金属的形态,并监测去除过程中浸出液pH的变化。结果表明,单次淋洗条件下,皂角苷对Cu的去除率大于Zn;皂角苷溶液的pH对Cu的去除没有显著影响,而Zn的去除率在pH下降到2时明显增加;Cu经过6~12 h的振荡就能达到最大去除,Zn则需要经过较长时间的振荡（48 h）才能达到较好去除;提高振荡温度,Cu的去除率降低而Zn的增加;随着提取次数的增加,Cu和Zn的去除率均增加,Cu的去除以第1次提取为主,Zn的4次提取均有较好效果,用3%的皂角苷溶液连续4次提取后,Cu和Zn的累积去除率最大分别达到32.61%和39.32%;增加振荡时间、提高振荡温度、增加提取次数以及降低皂角苷溶液pH均能降低浸出液的pH。经过3%的皂角苷溶液的提取,污泥中各形态Cu的含量均减少,其中66%以上的酸溶态被去除;而Zn的酸溶态含量减少不明显,可还原态、可氧化态和残渣态均有所降低,但以残渣态的减少为主。     

河道淤泥和堆肥蛭石混合发酵制备基质及其育苗效果

农村河道清淤产生的淤泥,体量大、有机物浓度高,处置不当会造成二次污染。现代农业的工厂化育苗需求大量的营养土,就地取土导致耕地退化。该研究利用功能微生物发酵淤泥制备育苗基质,研究不同菌株发酵基质的物理和生物学性状,基质培育西瓜苗的生长、生理参数和抗逆性能。结果表明:微生物处理均能够提升淤泥基质物理和生物学性能,同时能够提升育苗质量。其中Trichoderma harzianum T83(T83)、Bacillus amyloliquefaciens IAE(BIAE)菌株发酵基质性能最好。相较于对照处理基质的最大持水量、总孔隙度、毛管孔隙度、通气孔隙度,T83处理分别增加了64.25%、52.65%、45.05%、56.11%;BIAE处理分别增加了101.17%、45.43%、61.43%、38.14%。相较于对照处理西瓜苗的株高、鲜质量、干质量、叶绿素含量、根系活力、根际真菌、细菌数量,T83处理分别增加了66.85%、52.07%、72.16%、43.13%、54.93%、110.62倍、1.63倍;BIAE处理分别增加了80.40%、57.34%、82.37%、54.88%、46.40%、67.26%、2.60倍、2.94倍。T83和BIAE处理西瓜苗叶片过氧化氢酶和超氧化物歧化酶酶活显著增加,根系丙二醛含量显著降低。真菌菌株T. harzianum T83和细菌菌株B. amyloliquefaciens IAE发酵淤泥,能够显著提升其农用品质,为淤泥高附加值化农用提供一条可行的途径。     

活性污泥应用于农业前发酵处理过程中病原菌变化研究

采用黑曲霉为发酵剂对活性污泥进行全程无公害处理并对各种病原菌的生长变化进行监测。结果表明病原菌总量在发酵过程中呈“马鞍型”变化。由于不同堆肥处理组合的C/N比及添加辅料的不同,导致各种病原菌的生长规律出现差异;采用黑曲霉处理城市活性污泥可使病原菌数目减少,但不能达到完全杀灭的目的;对发酵污泥进行200℃高温物理处理后,病原菌存活量为零。因而活性污泥在堆肥后必须经过高温物理处理才能达到安全化和资源化。     

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。     

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.     

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。     

武汉市排水污泥特性及其农用可行性分析

对武汉市3个主要污水处理厂污泥的化学组成进行了两个月的连续监测,结果表明,污泥中有机质和N、P、K等养分含量丰富,重金属含量远低于国家规定的控制标准范围,可作为有机肥资源加以利用;同时对利用污泥开发商品有机肥的可行性及其应用前景进行了分析,提出了污泥农用资源化的相应措施.