水体中悬浮颗粒物对十溴二苯醚的吸附/解吸特性研究

采用室内试验法,以沉积颗粒物和浮游植物颗粒(铜绿微囊藻和普通小球藻)作为水体中悬浮颗粒物(SPM),研究了SPM对十溴二苯醚(BDE-209)的吸附/解吸特性.结果表明,沉积颗粒物和浮游植物颗粒对BDE-209的吸附分别在1.5h和0.5h内达到最大,在3h内可以充分达到平衡;沉积颗粒物和浮游植物颗粒对BDE-209的吸附能力存在差异,这与颗粒物中有机质的浓度和类型有关;在实验浓度范围内,BDE-209在SPM上的吸附可用Freundlich等温吸附方程较好地拟合;解吸过程表现出一定的迟滞性,且沉积颗粒物比浮游植物颗粒物具有更明显的迟滞性;pH中性、温度20～30℃的水体有利于SPM对BDE-209的吸附.     

北京市地面街尘与径流中重金属的污染特征（Characteristics of Heavy Metals in Street Dusts and Urban Runoff in Beijing）

街尘作为城市各种污染物的载体和地表径流污染物的主要来源对水环境的影响日益受到关注.论文分析了北京市城区街尘与地表径流中重金属浓度和颗粒的粒径分布.结果表明:不同城市土地利用类型对街尘和径流中的重金属含量、颗粒粒径分布具有重要影响.在商业区、主要道路、住宅区、城中村4种土地利用类型中,街尘重金属浓度和地面单位面积重金属质量均以主要道路最高;径流重金属浓度由高到低顺序依次为:主要道路>城中村>居民区;主要道路和商业区街尘颗粒中细粒径占的比例较高,在全部土地利用类型的径流水样中颗粒物粒径分布差别不大;随着街尘中颗粒物粒径的减小,重金属浓度增加;街尘中小于149μm的颗粒物质量百分比和重金属浓度均较高,且在径流中这个粒径段的颗粒物含量也高,体积比达80%以上.建议在今后的城市街尘面源污染控制中应特别关注土地利用类型和街尘粒径的影响.     

离子强度、pH对土壤胶体释放、分配沉积行为的影响

采用重力沉降法,根据司笃克斯(Stokes,1945)定律结合分速离心法提取两种粒径等级的自然土壤胶体样品.利用美国EPA批处理实验方法,进行一系列实验室静态吸附、解吸实验,并获取相应的动力学解离/沉积曲线以及热力学等温平衡解吸/吸附曲线.通过对土壤胶体释放/沉积速率、解离效率和解吸因数等行为因子的定量解析,描述自然土壤胶体的释放、稳定、沉积/分配动力学和热力学行为,考察土壤水溶液pH/离子强度、胶体粒径因素对土壤胶体释放、分配沉积行为的影响.实验结果表明,环境溶液pH的增大及离子强度的减小对土壤胶体的稳定和释放起促进作用,但对胶体向土壤颗粒中的沉积过程是不利的.pH和离子强度条件能够改变土壤胶体表面带电荷状态,改变土壤胶体与土壤介质表面吸附排斥作用力的大小,提高或降低土壤胶体与介质表面的碰撞接触效率,从而表现出土壤胶体在土壤介质中的沉积分配行为上的变化.粒径大小对土壤胶体的释放沉积行为影响明显.大粒径土壤胶体颗粒较小粒径颗粒更容易向土壤介质表面分配沉积.由此可知,土壤介质对土壤胶体持有和吸附的能力是与胶体颗粒粒径大小密切相关的,这主要是因为颗粒粒径大小能够有效的影响胶体颗粒与介质表面间的反应能量.土壤胶体沉积分配动力学曲线揭示,土壤胶体向土壤介质的分配过程是一个动态变化过程,土壤介质对土壤胶体的持留吸纳能力随时间而逐渐减弱.分配系数被证实是表征和分析土壤胶体沉积分配过程受环境物理化学因素影响的有效过程因子.     

氨氮弱吸附滤料筛选与基于氮素资源化的沼液悬浮物过滤预处理研究

在去除沼液悬浮物(SS)的同时,最大程度地保留其氮素养分是提高沼液资源化利用价值的关键。通过静态吸附-解吸试验筛选出弱吸附氨氮的过滤介质,然后利用滤料填充柱动态过滤试验分析筛选滤料填充柱对沼液SS和氨氮浓度的影响。结果表明,在海砂(SSD)、沸石(ZLT)、石英砂(QSD)和氧化铝废渣(GRM)4种供试滤料中,QSD对溶液氨氮的吸附能力最低,脱附率接近SSD,且远小于ZLT和GRM。按2.4 L·h~(-1)流量进水,沼液经QSD滤料填充柱动态过滤处理后,SS去除率最高可达86.1%,0.5～1 mm粒径QSD填充柱对SS去除率普遍高于3～5 mm粒径QSD填充柱,两种粒径QSD填充柱对沼液氨氮的去除效果无明显区别;运行24 h时滤料填充柱自进水端开始出现堵塞现象,32 h后3～5 mm粒径QSD填充柱堵塞严重;若要达到沼液SS相同去除效果,0.5～1 mm粒径QSD填充柱较3～5 mm粒径QSD填充柱具有运行时间更持久和滤料层填充高度更小的优势;0.5～1 mm粒径QSD填充柱对SS去除率超过80%,且未显著吸附截留沼液氨氮,适合作为沼液SS过滤预处理单元且有利于后续氮回收。     

水体中悬浮颗粒物对酞酸酯的吸附和解吸特性

选择水体中的悬浮颗粒物(SPM)--沉积颗粒物和浮游植物颗粒(铜绿微囊藻和普通小球藻),研究它们对邻苯二甲酸二丁酯(DBP)、邻苯二甲酸二异辛酯(DEHP)的吸附和解吸行为.结果表明,SPM对DBP 和DEHP的吸附在很短的时间内即可达到平衡,沉积颗粒物约为2h,浮游植物颗粒约为0.5h;SPM对DEHP的吸附能力明显大于DBP;不同SPM对同一种化合物的吸附能力差异较大,这与颗粒物中有机质的类型和结构有关;在实验浓度范围内,SPM对DBP和DEHP的吸附和解吸等温线具有较好的线性关系,解吸过程存在明显的迟滞现象,且沉积颗粒物比浮游植物颗粒物具有明显的迟滞效应,DBP比DEHP具有较大程度的迟滞效应.     

利用单颗粒气溶胶质谱仪(SPAMS)研究太原市冬季一次雾霾天气的污染特征及成因

2017年11月5日至6日太原市发生了一次重度污染天气,利用单颗粒气溶胶质谱仪(SPAMS)分析了细颗粒物的化学组成,根据太原市细颗粒源谱库对主要成分进行了来源解析,并结合激光雷达和气象条件研究了雾霾天气成因.结果表明,雾霾天时颗粒物主要包括如下9类:有机碳颗粒(OC)、元素碳颗粒(EC)、元素-有机碳混合颗粒(ECOC)、高分子有机碳(HOC)颗粒、富钾颗粒(K-rich)、富钠颗粒(Na-rich)、左旋葡聚糖颗粒、矿物质颗粒及重金属颗粒,9类颗粒中普遍存在的二次成分表明它们都经历了一定程度的老化过程.含碳颗粒物(OC、EC)与二次颗粒物(SO2-4、NO-3、NH+4)的相关性在干净天时高于雾霾天,二次颗粒物的相关性在两种天气状况下都较高.污染物来源解析结果表明,此次重污染过程主要是由机动车尾气和燃煤引起的.激光雷达及气象数据分析表明,此次污染过程是由外来污染物传输以及风速低、湿度高、大气边界层高度降低等不利的气象条件共同作用造成的.     

西安城区冬季污染天单颗粒气溶胶的化学组分特征及混合状态

本研究利用单颗粒气溶胶质谱仪(SPAMS)于2018年12月6-12 日在西安市开展高时间分辨率的实时在线观测.观测期间颗粒物数浓度和PM2.5质量浓度变化趋势一致,表明颗粒物数浓度可以反映大气污染状况.结合自适应共振神经网络算法和人工分类方法,将颗粒物共分为7类,分别是元素碳颗粒(EC)、有机碳与元素碳混合颗粒(OC...     

深圳市餐饮源排放颗粒物的特征

采用在线监测和采样分析等手段对深圳市4家规模相当的餐厅(粤菜馆、茶餐厅、西餐厅、职工食堂)烹饪过程排放颗粒物的质量浓度、微观形貌、化学组分进行研究.结果表明,不同餐厅的烹饪方式、用油量、原材料及调料都会影响到餐厅排放颗粒物的理化性质.各餐厅午市烹饪时段排放的PM_(2.5)/PM_(10)约为7.5%—96.9%,说明餐饮源排放颗粒物在细颗粒和粗颗粒均有分布.餐饮源排放颗粒物主要包含6种形态:片状、块状、簇状、絮状、球状、不规则状,其中数量最多的为不规则状(30%)和块状颗粒物(21%).块状、片状、球状颗粒物粒径较小,处于小于2.5μm范围内;絮状和簇状颗粒物粒径普遍偏大,且大部分大于4.0μm;不规则状颗粒物在各个粒径段均有分布.Cu、Fe、Zn、Ca~(2+)、Cl~-、SO_4~(2-)等6种物质在餐饮源排放颗粒物中均偏高,此外,粤菜馆和西餐厅的CH_3COO~-占比偏高.     

城市地表颗粒物重金属分布特征及其影响因素分析

城市地表颗粒物作为重金属的重要载体,严重危害城市人群和水体,已成为城市环境的重要研究对象。阐述了对地表颗粒物重金属的空间、粒径、赋存形态等分布特征及其影响因素进行系统分析的意义。通过对国内不同城市不同功能区的重金属（主要为：Zn、Cu、Cd、Pb）数据进行对比分析,各功能区重金属污染情况为：Cu、Pb：工业区〉商业区〉交通区〉居民区〉休闲区;Zn：工业区〉交通区〉商业区〉居民区〉休闲区;Cd：交通区〉工业区〉商业区〉居民区〉休闲区,同时各功能区中Zn、Pb含量波动性较大。整体上国内工业区、交通区和商业区地表颗粒物重金属污染严重。与我国的土壤重金属背景值相比,4种金属中Cd污染程度最为严重。探讨了与国外部分城市地表颗粒重金属污染特征之间的差异,指出国内城市重金属含量均值整体上低于欧美发达城市,而国内一线城市重金属含量明显偏高。系统分析了颗粒物重金属的粒级效应,赋存形态以及生物有效性。综述了城市交通活动（主要为交通流量、车辆行驶速度、变速频率、车辆类型、道路特征等）、降雨冲刷事件、雨前干燥期、大气风力作用、和其他因素对地表颗粒物重金属分布特征的影响。某种程度上,道路车辆的行驶速度和变速对颗粒物重金属累积的影响作用大于交通流量。不同降雨事件和雨前干燥期对重金属分布特征影响的研究结论不一,但地表颗粒对大气PM2.5重金属贡献较大。今后应在以下方面进一步加强对城市地表颗粒物重金属的研究：建立颗粒物粒径划分标准;加强重金属在降雨冲刷过程变化规律的分析;探讨地表颗粒物与大气颗粒物重金属转换关系;还应开展中小型城市,城乡结合部（城中村）地表颗粒物重金属污染特性研究。     

颗粒物再悬浮装置研制及稳定性测试

一次颗粒物的粒径分布及化学组分等对雾霾形成和健康具有显著影响.为了认识一次颗粒物的粒径分布,本文基于颗粒物相关理论计算,研制了一套颗粒物再悬浮分级采样装置,并对其运行稳定性进行了评价.结果表明,对TSP、PM_(10)、PM_(2.5)样本质量进行方差分析,所得F值分别为0.42、0.07和1.34,远远小于F_(0.95)(2,17)=3.59;对PM10占TSP比重、PM2.5占PM10比重进行方差分析,F值为0.53,远远小于F_(0.95)(9,19).说明颗粒物在再悬浮腔体中能够均匀分布,该颗粒物再悬浮采样装置可以满足一次颗粒物的分级采样.     

五氯酚钠对鲫鱼的急性毒性：悬浮颗粒物的影响

悬浮颗粒物在水生态系统中普遍存在,为了研究悬浮颗粒物对氯酚类化合物生物毒性的影响,以高岭土为模拟悬浮颗粒物,考察了不同浓度的悬浮颗粒物(0、25、50、100、250和500mg·L~(-1))存在条件下五氯酚钠(NaPCP)对鲫鱼(Carassius auratus)的毒性效应。等温吸附实验结果显示,悬浮颗粒物对水体中五氯酚钠的吸附作用不明显(P>0.05)。96h急性毒性实验结果显示,五氯酚钠对鲫鱼的96h-LC_(50)随颗粒物浓度([SS])的增加而减小,两者间的关系为LC_(50)=146.7exp(-[SS]/186.8)+121.7,r~2=0.99。等效线图法评价结果表明,悬浮颗粒物可增强五氯酚钠对鲫鱼的急性毒性,两者呈毒性增加作用。     

Influences of suspended particles on the runoff of pesticides from an agricultural field at Askim, SE-Norway

Field and laboratory experiments were conducted to study the loss of particles from agricultural fields, and the role of suspended particles in carrying pesticides in surface runoff and drainage water. Propiconazole, a widely used fungicide was applied to experimental fields located at Askim, SE-Norway. Samples from surface runoff and drainage water were collected and analyzed for sediment mass, pesticides, particulate and dissolved organic carbon through a whole year. The surface soil and the runoff material were characterized by its particle size distribution, organic carbon content in size fractions and its ability to bind propiconazole. The results show that (1) particle runoff mostly occurred during the rainfall event shortly after harrowing in autumn. The highest particle concentration observed in the surface runoff water was 4600 mg l(-1), and in the drainage water 1130 mg l(-1); (2) the erosion of surface soil is size selective. The runoff sediment contained finer particle/aggregates rich in organic matter compared to its original surface soil; (3) the distribution coefficient (Kd) of propiconazole was significantly higher in the runoff sediment than in the parent soil. According to our calculation, particle-bound propiconazole can represent up to 23% of the total amount of propiconazole in a water sample with a sediment concentration of 7600 mg l(-1), which will significantly influence the transport behavior of the pesticide.     

Influences of Suspended Particles on the Runoff of Pesticides from an Agricultural Field at Askim, SE-Norway

Field and laboratory experiments were conducted to study the loss of particles from agricultural fields, and the role of suspended particles in carrying pesticides in surface runoff and drainage water. Propiconazole, a widely used fungicide was applied to experimental fields located at Askim, SE-Norway. Samples from surface runoff and drainage water were collected and analyzed for sediment mass, pesticides, particulate and dissolved organic carbon through a whole year. The surface soil and the runoff material were characterized by its particle size distribution, organic carbon content in size fractions and its ability to bind propiconazole. The results show that (1) particle runoff mostly occurred during the rainfall event shortly after harrowing in autumn. The highest particle concentration observed in the surface runoff water was 4600 mg l^–1, and in the drainage water 1130 mg l^–1; (2) the erosion of surface soil is size selective. The runoff sediment contained finer particle/aggregates rich in organic matter compared to its original surface soil; (3) the distribution coefficient (K _d) of propiconazole was significantly higher in the runoff sediment than in the parent soil. According to our calculation, particle-bound propiconazole can represent up to 23% of the total amount of propiconazole in a water sample with a sediment concentration of 7600 mg l^–1, which will significantly influence the transport behavior of the pesticide.     

Two-phase flow insights into open-channel flows with suspended particles of different densities

The effect of particle density on the turbulent open-channel flow carrying dilute particle suspensions is investigated using two specific gravities and three concentrations of solid particles. The particles, identical in size and similar in shape, were natural sand and a neutrally buoyant plastic. The particles were fully suspended, and formed no particle streaks on the channel’s bed. Accordingly, the changes in the flow are attributed to the interactions between suspended particles and flow turbulence structures. Measurements were obtained by means of image velocimetry enabling simultaneous, but distinct, measurement of liquid and particle velocities. The experimental results show that, irrespective of particle specific gravity, particle suspension influences bulk velocity of flow and the Kármán coefficient, while friction velocity essentially remains constant. The results also show that particles in suspension modify local water turbulence over the flow depth, but in ways not accurately predicted using the customary parameters for characterizing turbulence modification.     

Deposition and resorption of organic aerosol constituents in the respiratory tract as calculated from particle size distribution data

Data on the particle size distributions of organic aerosol constituents were used as input for a study, designed to calculate the fractions of the particulate concentrations of these compounds, deposited into the respiratory tract. The known relation between the deposition probability and the particle size as described by the ICRP‐model was used. The organic constituents were from the classes of the aliphatic hydrocarbons, carboxylic acids, polycyclic and aza‐heterocyclic aromatic hydrocarbons. Aerosol samples were obtained by Hi‐Vol cascade impactor sampling at suburban, rural and sea shore background stations as well as in an industrial emission site (coke oven).

Our approach uses the measured concentrations, being average values within each impactor particle size interval, as well as the integrated average deposition probabilities. This procedure was validated experimentally for eight model distributions from the literature, for which an infinitesimal calculation of the deposited fractions was possible.

Dilution reduces total particulate concentrations in the remote areas and predominantly determines the total deposited pollutant concentrations. Of these, pulmonary and nasopharyngeal deposition are most significant and, as a first approximation, correspond largely to the relative importance of the accumulation and dispersion modes of the sampled aerosol. A particle size distribution shift toward larger particles within the accumulation mode occurs upon ageing of the aerosol and reduces the pulmonary deposited fraction of the measured compounds in the background sites, compared to the one in the suburb. The total deposited fraction, however, increases. The contributions of biogenic higher odd n‐alkanes and, to a lesser extent, of even carboxylic acids to the dispersion mode of the aerosol result in an increased nasopharyngeal deposition at the background sites mainly during summer.

Since little information on the bio‐availability of organic aerosol constituents is available in the literature, the fractions of the particulate pollutant concentrations, resorbed in the tissues from the deposited material, were calculated, assuming an average efficiency of 70% for pulmonary and of 10% for nasopharyngeal and tracheobronchial resorption. A nearly constant total resorbed fraction of 20±2% resulted, independent of the sampling station or the season chosen, in contrast with the total deposited fractions, for which significant differences were observed. The predominant pulmonary resorption as well as compensating effects of the nasopharyngeal resorption level out the relatively small differences in particle size distributions observed. Based on these data, a first estimate in nanogram of the daily intake by inhalation of the organic pollutants studied can be formulated as four times the particulate pollutant concentration, expressed in ngm^‐3.     

Particle-size selection by Pseudopolydora paucibranchiata (Polychaeta: Spionidae) in suspension feeding and in deposit feeding: influences of ontogeny and flow speed

Pseudopolydora paucibranchiata Okuda suspension feeds and deposit feeds at the sediment-water interface, where it is exposed to a variety of particles differing in physical characteristics and nutritional value. In flume experiments (conducted in August 1994 and May 1995) with two sizes of either suspended or deposited beads, I measured particle-size selection separately in each feeding mode. The same influences of palp width and of ambient flow speed were observed in each mode. At velocities 0.74 cm s^-1 there were no relationships between palp width and the proportion of gut contents composed of large beads. At velocities 1.8 cm s^-1 worms with narrower palps ingested relatively fewer large beads (and more small beads) than did worms with wider palps. Palp width and body length were linearly related, and results were similar when analyzed with body length as the independent variable. As flow speed increased, selectivity changed in a worm-size-specific manner: worms with a palp width -1. Assuming that in the field (1) particle size is the principle criterion for selection, and (2) the amount of digestible food component in deposited and suspended particles, respectively, is related to particle surface area and volume, I hypothesize that changes in selectivity as velocity rises can cause juveniles to experience a decreasing profitability of suspension feeding and a simultaneously increasing profitability of deposit feeding. Juveniles could maintain a diet of high food value despite flow variations by adjusting the proportion of time they spend suspension feeding relative to deposit feeding.     

Characterization of bedload intermittency near the threshold of motion using a Lagrangian sediment transport model

At the smallest scales of sediment transport in rivers, the coherent structures of the turbulent boundary layer constitute the fundamental mechanisms of bedload transport, locally increasing the instantaneous hydrodynamic forces acting on sediment particles, and mobilizing them downstream. Near the critical threshold for initiating sediment motion, the interactions of the particles with these unsteady coherent structures and with other sediment grains, produce localized transport events with brief episodes of collective motion occurring due to the near-bed velocity fluctuations. Simulations of these flows pose a significant challenge for numerical models aimed at capturing the physical processes and complex non-linear interactions that generate highly intermittent and self-similar bedload transport fluxes. In this investigation we carry out direct numerical simulations of the flow in a rectangular flat-bed channel, at a Reynolds number equal to Re = 3632, coupled with the discrete element method to simulate the dynamics of spherical particles near the bed. We perform two-way coupled Lagrangian simulations of 48,510 sediment particles, with 4851 fixed particles to account for bed roughness. Our simulations consider a total of eight different values of the non-dimensional Shields parameter to study the evolution of transport statistics. From the trajectory and velocity of each sediment particle, we compute the changes in the probability distribution functions of velocities, bed activity, and jump lengths as the Shields number increases. For the lower shear stresses, the intermittency of the global bedload transport flux is described by computing the singularity or multifr actal spectrum of transport, which also characterizes the widespread range of transport event magnitudes. These findings can help to identify the mechanisms of sediment transport at the particle scale. The statistical analysis can also be used as an ingredient to develop larger, upscaled models for predicting mean transport rates, considering the variability of entrainment and deposition that characterizes the transport near the threshold of motion.     

Transport of Sewage Sludge in a Mixed Water Column

Sewage sludge from four publicly-owned treatment works was sampled and characterized in terms of parameters affecting transport at the 106-mile deep ocean disposal site as part of the US Environmental Protection Agency's site monitoring programme. Samples from treatment plants in Passaic Valley, Rahway, and Elizabeth, New Jersey and New York City were characterized in terms of dynamic size distribution, suspended solids and density. the transport characteristics of sludge particles were measured using a 2 metre computer-interfaced laboratory settling column. Experiments were conducted at constant salinity (35 ppt) while varying hydrodynamic mixing, sludge type and concentration using a modified factorial experimental design. Hydrodynamic power dissipation was varied so that the vertical dispersion and rms fluid shear rate ranged between 0-6 cm²S^-1 and 0-30s^-1 respectively. Results indicate that at least 80% of suspended sludge particles will eventually settle under mixed conditions. the average settling velocities ranged between 0.05-4.05 × 10^-3 cm ^s-1. Shear rates above 15 s^-1 inhibited sludge settling due to aggregate breakup and boundary effects, but at a lower shear rate, differential settling and fluid shear were the dominant transport mechanisms. Sludge dilution (1/500-1/5000) had a limited effect on the settling rate. Results from this study can be used to calibrate particle transport models to determine the fate of sludge disposed at an ocean disposal site.     

Ambient air particulates and particulate-bound mercury Hg(p) concentrations: dry deposition study over a Traffic,Airport, Park (T.A.P.) areas during years of 2011–2012

The main purpose of this study was to monitor ambient air particles and particulate-bound mercury Hg(p) in total suspended particulate (TSP) concentrations and dry deposition at the Hung Kuang (Traffic), Taichung airport and Westing Park sampling sites during the daytime and nighttime, from 2011 to 2012. In addition, the calculated/measured dry deposition flux ratios of ambient air particles and particulate-bound mercury Hg(p) were also studied with Baklanov & Sorensen and the Williams models. For a particle size of 10 μm, the Baklanov & Sorensen model yielded better predictions of dry deposition of ambient air particulates and particulate-bound mercury Hg(p) at the Hung Kuang (Traffic), Taichung airport and Westing Park sampling site during the daytime and nighttime sampling periods. However, for particulates with sizes 20–23 μm, the results obtained in the study reveal that the Williams model provided better prediction results for ambient air particulates and particulate-bound mercury Hg(p) at all sampling sites in this study.

     

利用矿化垃圾层预防和控制渗滤液导排系统堵塞

在卫生填埋场中,垃圾渗滤液导排系统堵塞普遍存在,悬浮固体形成的物理堵塞、有机物降解和金属离子沉淀导致的生物-化学堵塞是引起导排系统堵塞的关键因素.本文构建了"矿化垃圾+砾石层导排"的渗滤液下渗装置,通过矿化垃圾预处理渗滤液中悬浮固体和有机物以控制导排系统发生的物理和生物-化学堵塞.结果表明,在矿化垃圾层,渗滤液中化学需氧量(COD)和悬浮固体(SS)去除较多,去除率分别达到了85%和87%,并且Ca²⁺浓度也出现了波动较大的现象;然而,渗滤液在砾石层下渗过程中,其COD、SS和Ca²⁺浓度保持稳定.并且,砾石层可排水孔隙率在长期运行的过程中没有明显变化,表明渗滤液在砾石导排层没有形成明显的沉淀.与此同时,在没有添加矿化垃圾的对照组发现,砾石层可排水孔隙率减少最多的区段是渗滤液的进水点位(可排水孔隙率减少达到了53%),即渗滤液有机负荷最大处的饱和砾石层堵塞最为严重,其无机堵塞物主要是碳酸钙等.因此,在渗滤液流入砾石层前,采用矿化垃圾层部分饱和的方式对渗滤液中有机物和悬浮固体进行预处理,可以预防和控制渗滤液在砾石层形成沉淀堵塞.研究为填埋场的运行管理渗滤液导排系统堵塞提供了新的思路和方法.