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.     

Semi-analytical solution of two-dimensional sharp interface LNAPL transport models

In this paper, we present semi-analytical solutions for two-dimensional equations governing transport of Light Non-Aqueous Phase Liquids (LNAPL) in unconfined aquifers. The proposed model is based on sharp interface displacement and steady groundwater flow assumptions, where both the water–LNAPL interface and the LNAPL–air interface are represented as sharp interfaces. In the case of steady groundwater flow, these equations can be reduced to a two-dimensional nonlinear solute transport equation, with the LNAPL thickness in the free product lens being the primary unknown variable. The linearized form of this solute transport equation falls into the category of two-dimensional transport equation with time-dependent dispersion coefficients. This equation can be solved analytically for an infinite domain region. In this paper, the general form of the analytical solution for the transport equation, as well as the solutions for some specific cases are presented. To demonstrate the utility of the proposed solution, numerical results obtained for two example problems are discussed and presented comparatively with a finite-element solution and other more restrictive solutions available in the literature. Although the solutions discussed in this paper have some simplifying assumptions, such as sharp-interfaces between fluid phases, steady groundwater flow and homogeneous aquifer properties, the semi-analytical solutions presented in this study may be used effectively as bench mark solutions in evaluating LNAPL migration in the subsurface. These solutions are simple and cost effective to implement and may be used in the calibration of other more complex numerical solutions that can be found in the literature.     

Mobility and sulfidization of heavy metals in sediments of a shallow eutrophic lake, Lake Taihu, China

The technique of DGT (diffusive gradients in thin films) using three diffusive gel thicknesses was applied to estimate the mobility and bioavailability of heavy metals in sediments and porewater of Lake Taihu, China. The DGT results showed significantly positive correlations between Co, Pb, Cd and Mn, and Ni and Fe concentrations in porewater. Cu and Zn showed a significantly negative correlation with Mn, due to Cu combination with carbonates and Zn derived from agricultural pollution, respectively. The rank order of average concentrations of Co, Ni and Cd at each station was DGT_1.92 > DGT_0.78 > DGT_0.39, suggesting stronger resupply from sediments to porewater when using thicker diffusive gels. Comparing centrifugation and DGT measurements, Co, Ni and Cd are highly labile; Mn and Fe are moderately labile; and Cu, Zn and Pb are slightly labile. The variations of AVS concentrations in sediment cores indicate that metal sulfides in deeper layers are easily diffused into surface sediments.     

城市老工业区土壤重金属污染状况与健康风险评价

本文对西部某老工业区土壤中As、Pb、Cr、Cd、Hg、Zn的含量、空间分布状况展开了研究,并依据《污染场地风险评估技术导则》对该老工业区的健康风险进行了评价。研究结果表明,该老工业区土壤重金属污染严重,6种元素与陕西土壤背景值相比超标100%,表明其不适宜作为居住用地开发。健康风险评价结果显示,As、Pb、Cr、Cd元素的非致癌风险值分别为3.83、1.7、1.94、1.09,均超过非致癌风险可接受值1,表明该老工业区对人们存在非致癌健康风险;对于致癌风险,As、Cr、Cd元素的致癌风险值远大于致癌风险边界值,分别超过致癌风险值的2个数量级(2.64×10-4)、4个数量级(1.94×10-2)、1个数量级(6.12×10-5),表示As和Cr已经达到了显著致癌风险的水平。     

混凝工艺去除重金属-腐殖酸有效性研究

考查了混凝剂对腐殖酸(HA)和重金属镉的络合体的去除效果。通过与混凝剂分别对腐殖酸和镉的单一去除比较发现:混凝剂对络合体的去除提高了HA和镉的去除率。通过调节不同环境因素发现:增加混凝剂用量,HA的去除率会在达到峰值后不再增加,而镉的去除率会在达到峰值后有所下降;提高p H值会加快HA的去除达到峰值且提高镉的去除率;腐殖酸溶液初始浓度越高,腐殖酸和镉的最终去除率越高;离子强度越高,HA和镉的最终去除率越低。     

河南省武陟县大田土壤重金属形态分布及潜在生态风险评价

为了解河南省武陟县大田土壤重金属Cr、Cd、Pb、As、Cu、Se、Ni和Co的形态分布和生态风险情况,在该区域采集了12个表层土壤(0～20cm)样品,采用修正的BCR连续提取法进行形态分析,探讨其生物有效性,并采用Hakanson指数法评价了重金属的潜在生态风险.结果表明,土壤中不同重金属的形态分布差异很大,其中,Cr、As、Ni和Co均主要以残渣态存在,分别占其总量的66.6％、61.4％、50.7％和41.8％;Cu和Se主要以可氧化态存在,分别占其总量的43.8％和67.8％;Pb主要以可还原态存在,占总量的61.1％;Cd主要以酸提取态存在,占总量的53.3％.生物有效性分析表明,Cd的可利用态K1为0.933,生物有效性是最大的,对土壤生态系统的潜在危害性较大,其次是Pb和Co;Cu和Se在土壤环境发生变化时,很容易再次释放到外界环境中;Cr、As和Ni不易被外界生物利用.潜在生态风险评价结果显示,以国家土壤环境质量标准二级标准为参比值时,Cr、Cd、Pb、As、Cu和Ni的单项潜在生态风险程度均为轻微,综合潜在生态风险处于轻微等级.     

兼氧混合菌对亚甲基蓝废水生物降解实验研究

采用厦门某生物科技有限公司提供的兼氧混合菌为研究对象,利用相关设备进行中试实验,验证了该项技术的可行性。同时探究了重金属对该混合菌种生物降解能力的影响,通过中试实验研究后发现5mg/L的重铬酸钾和硫酸铜均对该混合菌种的生物降解能力有一定的影响,并且硫酸铜的影响大于重铬酸钾。此外该技术对甲基橙、刚果红废水也有一定的生物降解能力,这为兼氧混合菌用于印染废水处理提供了实验依据。     

连续施用发酵猪粪对土壤中四环素抗性基因数量的影响

为了研究连续施用发酵猪粪之后,土壤中抗性基因的数量以及发酵猪粪的施用量对土壤抗性基因的影响,采用实时荧光定量PCR方法,对稻麦轮作模式下连续6年施用4.5t/hm2和9.0t/hm2发酵猪粪的土壤进行了四环素抗性基因(TRGs)的检测和定量分析.在施用发酵猪粪的土壤中能够检测到9种TRGs.施用发酵猪粪显著增加了土壤中tet G、tet L、tet B(P)、tet O、tet W的绝对数量,其中tet B(P)、tet W、tet O的绝对数量受到了施肥用量的影响;而tet Z、tet C和tet S的绝对数量则没有受到施肥的影响.上述8种TRGs在同一施肥处理的0~5cm、5~10cm以及10~20cm土壤中的相对丰度分布均无显著差异.发酵猪粪的施用也显著增加了tet G、tet L、tet B(P)和tet O的相对丰度,但是仅有tet O的相对丰度受到了施肥用量的显著影响.本研究表明,在稻麦轮作模式下,农田土壤中的TRGs数量会受到发酵猪粪中残留TRGs的影响,连续施用该粪肥会显著增加土壤中tet G、tet L、tet B(P)和tet O的绝对数量和相对丰度.因此,需要优化畜禽粪堆肥发酵工艺,以减少抗性基因在粪肥中的残留.     

重庆主城区次级河流表层沉积物重金属污染特征及风险评价

山地城市次级河流因季节性降雨容易导致沉积物中污染物形成"二次污染",沉积物可能具有重金属潜在生态风险.本文采集了重庆市主城区19条次级河流表层沉积物,分析了7种重金属元素(V、Cr、Ni、Cu、Zn、Cd和Pb)的污染水平,解析了重金属污染来源,并从流域层面评价次级河流表层沉积物重金属的潜在生态风险.结果表明,与背景值(中国土壤元素背景值)相比,除V外,其它6种重金属元素超标1.1~6.7倍.富集系数分析和主成分分析显示,沉积物中重金属V、Ni和Pb均未发生富集(富集系数小于1.5),且主要来源于自然源.Cd、Zn、Cu和Cr平均富集系数分别为6.63、2.31、1.90和1.40,均存在不同程度的富集;Cr、Zn和Cu主要来源于工业废水的排放.主城区次级河流表层沉积物重金属潜在生态风险指数RI值范围为77~382,均值为228,总体属于中等生态风险等级.空间分布上,重庆主城区西北部汇入嘉陵江的次级河流表层沉积物重金属表现出较高的生态风险,东南部汇入长江的次级河流表层沉积物表现为相对较低的风险.     

应用概率物种敏感度分布法研究太湖重金属水生生物水质基准

目前广泛使用的水质基准推导方法—物种敏感度分布法存在曲线拟合模型不确定、曲线拟合效果不佳、种内差异欠考虑、基准值不准确等诸多问题,概率物种敏感度分布法可有效解决上述问题。应用概率物种敏感度分布法构建了太湖水体中5种重金属Ag、Pb、Cd、Hg和Zn的概率物种敏感度分布曲线,在此基础上得到了保护水生生物的急性水质基准分别为1.079μg·L~(-1)、637.973μg·L~(-1)、19.465μg·L~(-1)、8.729μg·L~(-1)和105.506μg·L~(-1),慢性水质基准分别为0.108μg·L~(-1)、63.797μg·L~(-1)、1.947μg·L~(-1)、2.340μg·L~(-1)和52.753μg·L~(-1);不同类群间生物对重金属的敏感度存在差异,不同重金属对同一类群生物的毒性也存在差异;通过与国内外已有的重金属水质基准值比较,发现水质基准具有明显的区域性,目前基于国外水质基准或我国整体水域特点来制定的太湖水质标准,往往造成对太湖水生生物欠保护或过保护的状况。