Insights into multisource sludge distributed in the Yangtze River basin, China: Characteristics, correlation, treatment and disposal

Sludge is the by-product of wastewater treatment process. Multisource sludge can be defined as sludge from different sources. Based on the sludge properties of five typical cities in the Yangtze River basin, including Jiujiang, Wuhu, Lu'an, Zhenjiang and Wuhan, this study investigated and summarized the characteristic variations and distribution differences of multiple indicators and substances from municipal sludge, dredged sludge, and river and lake sediments. The results demonstrated pH of multisource sludge was relatively stable in the neutral range. Organic matter and water content among municipal sludge were high and varied considerably between different wastewater treatment plants. Dredged sludge had an obviously higher sand content and wider particle distribution, which could be considered for graded utilization depending on its size. The nutrients composition of river and lake sediments was usually stable and special, with lower nitrogen and phosphorus content but higher potassium levels. The sources of heavy metals and persistent organic pollutants in multisource sludge were correlated, generally much higher among municipal sludge than dredged sludge and river and lake sediments, which were the most important limitation for final land utilization. Despite various properties of multisource sludge, the final fate and destination have some overall similarities, which need to be supplemented and improved by standards and laws. The study provided a preliminary analysis of suitable technical routes for municipal sludge, dredged sludge, river and lake sediments based on their different characteristics respectively, which was of great significance for multisource sludge co-treatment and disposal in the future of China.     

Summary of 25 Years of Xylem Tracheids and Sewage/Sludge in the Sea

The Rapid Sewage/Sludge Indicator Technique (RSIT), developed during the early 1970's, responded to critical needs within the Bureau of Water Pollution Control. It enabled quick detection of contamination in ocean water and bottom sediments during sewage-related emergencies and routine monitoring. RSIT became an invaluable tool for resource management, in determining where and to what extent marine environments are impacted, and when immediate information is necessary for public health decisions.

The RSIT utilizes microscopic examination for terrestrial plant vascular tissue, especially the xylem tracheid elements, as identifiers of sewage/sludge. Not normally found in ocean waters, this material, in toilet paper and the roughage of the human diet which passes through the digestive system intact, is an indicator of human faecal contamination. Minimal training and common laboratory materials allow gross screening in five minutes. New studies by the United States Environmental Protection Agency (USEPA), United States Geologic Survey (USGS) and National Oceanic and Atmospheric Administration (NOAA), most recently at the 106-mile dump site off the New York Bight, revalidated the technique as a rapid, inexpensive, easy to use, semiquantitative indicator both for water column and sediment samples.     

西南岩溶石山地区岩溶水资源合理开发利用模式

针对湘西洛塔岩溶区特殊的地质环境所造成的干旱缺水、水土流失、生态环境恶化等问题的特点，在调查、分析洛塔自然条件与水土资源、生态环境基本条件的基础上，实施了13处岩溶水资源开发利用示范工程。通过系统总结洛塔地区岩溶水资源合理开发利用技术与方法及岩溶水资源开发利用成功经验，提出了以岩溶水小流域为单元对岩溶水资源进行综合开发利用的5种模式：①地下河堵洞引水开发利用模式；②地下河出口及岩溶大泉引水开发利用模式；③凿引水隧洞拦截地下河开发利用模式；④地表地下联合水库开发利用模式；⑤表层岩溶泉开发利用模式。通过对失败工程的案例分析，认为在岩溶水资源开发利用过程中，应查清工程的岩溶发育规律及工程地质条件，分析经济技术支持的可行性，然后采取相适应的开采方式与方法。岩溶水资源进行综合开发利用的5种模式的提出，为在湘西实施“水源〖DK1〗·土地〖DK1〗·生态”持续发展战略，发展生态经济，实现脱贫致富，促进社会经济、生态环境良性循环，提供了切实可行的实用技术与方法借鉴。     

污泥热化学处理研究进展

由于传统污泥处置技术存在局限性,污泥热化学处理技术更具有应用前景。综述了近几年国内外污泥热化学处理技术的研究进展,在此基础上介绍了污泥热解、污泥气化及污泥超临界水气化3种污泥处理技术,归纳了温度、升温速率、催化剂等因素对3种污泥热化学处理技术污泥处置后产物特性、尤其是富氢气体产物的影响规律,简明阐述了不同污泥热化学处理方式的特点,对比了3种热化学处理方法的差异。还介绍了污泥热解、气化技术的工业实例和一般工艺流程,分析了不同处置技术存在的问题,对今后污泥高效利用提出了建议。     

低温短时水热预处理混合及初沉污泥的高温厌氧消化特性研究

以低温短时(90℃、30 min)水热预处理后的混合及初沉污泥为研究对象,分别进行了高温((55±1)℃)厌氧消化连续性试验.研究了该预处理条件下这两类污泥在水力停留时间(HRT)为20 d时的产气量、有机物分解率及物料平衡等,探讨了低温短时水热预处理对提高污泥厌氧消化性能的效果.结果表明:TS约为35 g·L-1的预处理混合污泥与初沉污泥经高温厌氧消化后,投加单位VS的产气量分别为(343.00±9.86)m L·g-1和(365.00±7.61)m L·g-1,VS去除率分别为38.9%和45.8%.COD物料平衡计算结果表明,混合和初沉污泥中分别有33.6%和43.9%的固体有机物被分解转化,生物气中CH4含量均在70%左右.     

污泥龄对低氧丝状菌活性污泥微膨胀系统的影响

为了研究污泥龄(SRT)对低氧丝状菌活性污泥微膨胀系统的影响,采用序批式间歇反应器(SBR)进行试验,分别按照厌氧/好氧和单级好氧的方式运行,考察了不同SRT下丝状菌污泥微膨胀系统的沉降性、脱氮除磷过程以及污泥特性的变化.结果表明,在好氧水力停留时间充分的条件下,低氧环境不但不会影响丝状菌微膨胀污泥的硝化进程,而且还有助于同步硝化反硝化(SND)、单级好氧除磷的发生.厌氧/好氧运行时,SRT与活性污泥的比硝化速率、比释磷速率和比吸磷速率成反比,与SND率和污泥的含磷量成正比.单级好氧运行时,减小SRT对硝化过程影响不大,但是有助于改善除磷效果.活性污泥的比耗氧速率(SOUR)、胞外聚合物(EPS)中多糖与蛋白质含量的比值、以及粘度都与SRT成反比.适当地减小SRT可以改善丝状菌微膨胀污泥的沉降性.厌氧/好氧运行时,厌氧段微氧环境易引发过度丝状菌污泥膨胀;单级好氧运行时,SRT过低会造成污泥黏性骤增而引发黏性污泥膨胀.     

紫色土丘陵坡地土壤微生物群落的季节变化

采用稀释平板法和Biolog-ECO微平板技术,以剌槐（Robinia pseudoacacia）天然次生林为研究对象,研究湖南省衡阳市紫色土丘陵坡地表层（0~10 cm）土壤微生物群落的季节变化特征。结果表明：1）夏季,土壤微生物总数,细菌数量、真菌数量和放线菌数量最高,分别为16.34×106、16.09×106、10.43×104和14.64×104 cfu·g-1干土,春季次之：11.61×106、11.45×106、5.00×104和10.65×104 cfu·g-1干土,秋季最低：5.87×106、5.78×106、4.67×104和4.08×104 cfu·g-1干土,春、夏和秋3季的差异达显著水平（P<0.05）;2）在培养168 h时,土壤微生物C源平均颜色变化率（Average well color development, AWCD）以夏季最高（1.20）,春季次之（0.88）,秋季最低（0.83）;3）土壤微生物功能多样性表现为夏季明显高于春、秋2季（P<0.05）,夏季的Patrick丰富度指数（R）（28）、Shannon-Wiener指数（H）（3.22）、Simpson指数（D）（0.96）和McIntosh指数（U）（8.20）显著高于春、秋2季（P<0.05）,而春、秋2季的R（23,24）、H（3.06,3.08）、D（0.95,0.95）和U（5.90,5.91）无显著差异（P>0.05）;4）氨基酸类、聚合物类和羧酸C源类是衡阳紫色土丘陵坡地土壤微生物偏好且利用率较高的C源类型;5）主成分分析表明,土壤微生物群落的C源利用可分为2类,一类在夏季,另一类在春、秋2季,其得分系数的分布范围分别为（2.59~6.00,2.43~5.09）和（-7.65~-1.90,-6.38~-3.43）。研究结果为科学评价湖南省衡阳市紫色土丘陵坡地土壤生境质量退化和恢复过程中微生物特征的变化提供了本底值参考。     

初始pH对厌氧环境下污泥中抗生素抗性基因行为特征的影响

污水处理厂产生大量的剩余污泥中含有丰富的抗性基因,给环境带来了潜在风险。以城市污水处理厂的剩余污泥为研究对象,在不同初始p H(对照组、初始p H=3、5、7、9、11)下观察厌氧条件下,8种抗生素浓度以及四环素类抗性基因(tet A、tet G、tet L、tet M、tet O、tet Q、tet W、tet X)、磺胺类抗性基因(sul I、sul II)和Ⅰ类整合子(int I 1)的行为特征。研究结果显示,初始p H对抗生素的降解影响较小,污泥中总抗生素的平均去除率为42%。对照组及初始p H为3、5、7、9、11下的总四环素类抗性基因分别削减0.65 log、0.96 log、0.75 log、0.62 log、0.86 log和0.98 log。不同四环素类抗性基因表现相似,在初始p H=3和初始p H=11下部分抗性基因削减较多,特别是tet A、tet G、tet L、tet O和tet X。2种磺胺类抗性基因均无削减,浓度平均上升0.18log。相关性分析显示,总抗性基因与TN、NH3-N、TP、SCOD(溶解性COD)均存在显著相关性(P0.05)。上述研究结果为污泥厌氧消化中抗生素抗性基因减量条件提供参考依据。     

Effect of aeration rate on composting of penicillin mycelial dreg

Pilot scale experiments with forced aeration were conducted to estimate effects of aeration rates on the performance of composting penicillin mycelial dreg using sewage sludge as inoculation. Three aeration rates of 0.15, 0.50 and 0.90 L/(min·kg) organic matter(OM) were examined. The principal physicochemical parameters were monitored during the 32 day composting period. Results showed that the higher aeration rate of 0.90 L/(min·kg) did not corresponded to a longer thermophilic duration and higher rates of OM degradation;but the lower aeration rate of 0.15 L/(min·kg) did induce an accumulation of NH+4-N contents due to the inhibition of nitrification. On the other hand, aeration rate has little effect on degradation of penicillin. The results show that the longest phase of thermophilic temperatures ≥ 55°C, the maximum NO-3-N content and seed germination, and the minimum C/N ratio were obtained with 0.50 L/(min·kg) OM. Therefore, aeration rates of0.50 L/(min·kg) OM can be recommended for composting penicillin mycelial dreg.