危险废物填埋场渗漏检测方法简介

阐述危险废物填埋场建设及运营过程中存在的渗漏问题,论述填埋场渗漏检测的必要性和重要性,介绍填埋场渗漏检测的主要方法.     

某基岩区工业固体废物填埋场地递进式场地环境调查实例

针对某基岩区简易封场后的固体废物填埋场,采用多层次、递进式调查策略,配合使用地球物理探测、直压式土壤快速取样、现场快速检测等技术,分3个阶段开展填埋场及其周边环境调查。第1阶段,调查地质环境特征,开展地球物理探测;第2阶段,调查填埋物、渗滤液主要组分及对周边积水、农田土壤、民用井水的污染情况;第3阶段,划定重点污染区域,开展土壤和地下水污染调查。调查结果显示,填埋区已发生明显渗漏,对邻近区域土壤、地下水及地表积水造成了一定污染,但未对周边农用地土壤、民用井水质等产生不利影响,总体处于可控范围。提出,通过削减污染源,切断污染物迁移、暴露途径,消除已有污染影响,长期跟踪监测等多项管控治理措施进行综合整治。     

固体废弃物填埋场大气污染监测方法探讨

在分析了造成固体废弃物填埋场大气污染的主要原因和对环境产生的重要影响后,归纳设计出了一套适合于填埋场的大气污染监测方案,包括布点原则、采样频率和时间、采样方法和分析技术,该监测方案可用于不同地理环境下的固体废弃物填埋场大气污染监测.     

浅议现代垃圾填埋场的大气污染及监测分析方法

造成垃圾填埋场大气污染的两大类污染物,其对环境、人体、动植物、器物和材料都有一定的危害,文章针对现代垃圾填埋场的大气环境污染,以硫化氢、氨、甲硫醇等重点大气污染因子为监测对象,结合实践总结了一部分垃圾填埋场的大气污染监测方案,包括布点原则、采样频率和时间、采样方法和分析技术,该监测方案可为现代垃圾填埋场的大气污染监测提供参考.     

化学修饰电极（CME）在水质监测中的应用进展

化学修饰电极(CME)是当前电化学、电分析化学中十分活跃的研究领域，其应用十分广泛．文中对化学修饰电极的发展历史、制备及其在水质监测中的应用进行了简要评述．     

预浓缩与GC-MS联用分析垃圾填埋场恶臭气体

采用预浓缩与气相色谱-质谱联用,建立了垃圾填埋场几种恶臭气体的分析方法。该法用SUMMA罐采集垃圾填埋场臭气,经预浓缩系统冷凝浓缩后,用GC-MS分析测定。几种臭气的检出限均低于3.0×10-3mg/m3,经6次重复测定,其相对标准偏差低于10%。该法已用于西安市江村沟垃圾填埋场臭气的采样分析。该法的应用增强了西安市对臭气的监测分析能力。     

阴离子洗涤剂离子选择性电极的研制

阴离子洗涤剂污染水体,破坏水生态平衡。目前应用亚甲蓝分光光度法进行监测,操作繁琐,抗干扰能力差,且使用大量的有毒溶剂氯仿,因此需对该方法进行改进。本文着重介绍一种新型的电活性基团与功能高分子支撑体相键合的离子选择性液态膜电极。以聚苯乙烯进行氯甲基化、季铵化,制成聚苯乙烯敏感膜离子选择性电极。液膜离子选择性电极是近年来发展起来的一种基于电化学原理的离子测试最新工具。它优越于玻璃电极和固态膜电极,具有较高选择性,活性材料广泛。曾报道在聚氯乙烯的端基上引入季铵基活性基团,制成选择性电极。但存在着活性物…     

拉萨垃圾填埋场地下水环境质量影响分析研究

通过在拉萨市垃圾填埋场周边布设4个监测井,于2017—2018年采样分析24项地下水水质指标,并运用单因子指数、综合评价法、污染指数P_(ki)法、等标污染负荷比法等对地下水污染状况进行评价。结果表明:地下水水质在良好—优良范围内;单项污染指数1的有pH值、铅,相比背景井地下水水质有所下降;填埋场周边地下水污染程度呈轻污染,主要受到影响的指标为pH值、高锰酸盐指数、阴离子表面活性剂、铅、氟化物。     

苏州吴江区某生活垃圾受控(简易)填埋场整治工程污染现状及评价浅析

2018年9月对苏州吴江区某生活垃圾受控(简易)填埋场整治工程进行土壤及地下水相关指标进行现场采样和实验室分析。通过采样分析发现:该生活垃圾填埋场周边环境土壤中无机物指标铬、铅、镉、砷、汞、铜、锌、镍含量均达到相关标准,土壤中53种挥发性有机物均未检出。地下水中氨氮、耗氧量、1,2-二氯乙烷含量均不符合标准要求。超标的主要原因是该生活垃圾简易填埋场建设期按未规范采取防渗措施,致使渗滤液向场地周边渗漏,污染地下水质。     

生活垃圾填埋场覆盖膜破损及其环境影响

中国的垃圾填埋场目前多采用高密度聚乙烯膜(HDPE)进行覆盖,已建成的填埋场均存在不同程度覆盖膜破损现象。采用填埋气泄漏可视化检测技术对中国东部某大型生活垃圾填埋场开展覆盖膜完整性检测,揭示了覆盖膜破损特征及破损成因,明确了破损点泄漏量,评估了其温室效应影响,梳理了国内外填埋场覆盖层监管相关管理规定和措施。结果表明:尖锐物体应力损伤导致的破损是填埋场覆盖膜破损的主要类型,粗放施工、监管机制不足、维护管理不到位是造成填埋场覆盖膜破损的主要原因。破损点的甲烷泄漏量约为817.2 m³/d,约合每年向大气环境释放温室气体超过4 900 t CO₂-eq。完善填埋场污染控制标准和技术规范、加强填埋场覆盖膜完整性的监管,是控制填埋场温室气体排放和推进固废处置设施碳减排的重要举措。     

基于电阻率法的垃圾渗滤液渗漏及迁移规律动态监测技术探讨

为探讨垃圾渗滤液侵入地下介质的动态变化过程,引入基于电阻率法原理的地球物理探测手段,开展室内和室外渗滤液污染扩散的动态监测试验。结果表明,渗滤液在土壤中的扩散过程会引起不同时期视电阻率低阻异常区的动态变化,且变化幅度和污染程度存在一定量化关系,基于此特征可确定渗漏点和渗滤液扩散区的污染范围、程度及趋势。     

The effectiveness of composite lining systems in controlling the leakage of leachate from sanitary landfills to groundwater

Leachate, the hazardous liquid that percolated through the refuse layers of a sanitary landfill, if it leaks through the landfill lining system, can become a serious source of groundwater pollution. In the past, leaks have been detected in many landfills lined with flexible membrane liners (FML) whose failure may be attributed to flaws such as imperfect seaming, rips, and tears of the membrane, or from chemical attack that dissolves the membrane. Recent studies have shown that composite lining systems which include either a clayey subbase or a layer of geotextile in addition to the FML, can substantially reduce the leakage of leachate. Therefore in this study, four different lining systems are proposed and evaluated to determine their effectiveness in controlling leachate flow under various degree of flaws (referred to as leakage fraction LF) in the FML. The Hydrologic Evaluation of Landfill Performance (HELP) computer model of the Environmental Protection Agency of USA, currently the most widely accepted model for predicting the performance of leachate collection systems in that country, is used to evaluate the following lining systems: (1) a single FML or liner, (2) a single FML with a clayey composite, (3) a single FML with a geotextile called Claymax, and (4) a double FML. Based on the climatic conditions and the present lining construction cost of Alaska, the study shows that a single FML or liner is the most economical but it is also the least effective in controlling leachate flow. Design (3), a single FML with a geotextile, costs about 50 percent more but it reduces the leakage of leachate by several orders. Design (2) is also effective but the cost incurred in constructing a 3 feet thick clayey subbase is prohibitive and thus to effectively and economically minimize the hazards of potential groundwater contamination by leachate, Design (3) is recommended as the composite lining system for future landfill sites.     

Augmenting Groundwater Monitoring Networks near Landfills with Slurry Cutoff Walls

This study investigated the use of slurry cutoff walls in conjunction with monitoring wells to detect contaminant releases from a solid waste landfill. The 50 m wide by 75 m long landfill was oriented oblique to regional groundwater flow in a shallow sand aquifer. Computer models calculated flow fields and the detection capability of six monitoring networks, four including a 1 m wide by 50 m long cutoff wall at various positions along the landfill's downgradient boundaries and upgradient of the landfill. Wells were positioned to take advantage of convergent flow induced downgradient of the cutoff walls. A five-well network with no cutoff wall detected 81% of contaminant plumes originating within the landfill's footprint before they reached a buffer zone boundary located 50 m from the landfill's downgradient corner. By comparison, detection efficiencies of networks augmented with cutoff walls ranged from 81 to 100%. The most efficient network detected 100% of contaminant releases with four wells, with a centrally located, downgradient cutoff wall. In general, cutoff walls increased detection efficiency by delaying transport of contaminant plumes to the buffer zone boundary, thereby allowing them to increase in size, and by inducing convergent flow at downgradient areas, thereby funneling contaminant plumes toward monitoring wells. However, increases in detection efficiency were too small to offset construction costs for cutoff walls. A 100% detection efficiency was also attained by an eight-well network with no cutoff wall, at approximately one-third the cost of the most efficient wall-augmented network.     

浅谈灰霾自动监测系统的建设

灰霾自动监测在中国起步较晚,对于灰霾的研究尚处于初级阶段,国家尚未建立完善的标准和体系,各城市参与时间较短,系统建设及运行尚处于完善阶段。通过实例,介绍了南京市灰霾自动监测系统建设的过程,运行管理以及系统的应用情况。     

Analysis of multi-temporal landsat satellite images for monitoring land surface temperature of municipal solid waste disposal sites

This studypresents a remote sensing application of using time series Landsat satellite images for monitoring the Trail Road and Nepean municipal solid waste (MSW) disposal sites in Ottawa, Ontario, Canada. Currently, the Trail Road landfill is in operation; however, during the 1960s and 1980s, the city relied heavily on the Nepean landfill. More than 400 Landsat satellite images were acquired from the US Geological Survey (USGS) data archive between 1984 and 2011. Atmospheric correction was conducted on the Landsat images in order to derive the landfill sites’ land surface temperature (LST). The findings unveil that the average LST of the landfill was always higher than the immediate surrounding vegetation and air temperature by 4 to 10 °C and 5 to 11.5 °C, respectively. During the summer, higher differences of LST between the landfill and its immediate surrounding vegetation were apparent, while minima were mostly found in fall. Furthermore, there was no significant temperature difference between the Nepean landfill (closed) and the Trail Road landfill (active) from 1984 to 2007. Nevertheless, the LST of the Trail Road landfill was much higher than the Nepean by 15 to 20 °C after 2007. This is mainly due to the construction and dumping activities (which were found to be active within the past few years) associated with the expansion of the Trail Road landfill. The study demonstrates that the use of the Landsat data archive can provide additional and viable information for the aid of MSW disposal site monitoring.     

Groundwater Monitoring Strategies for Variable Versus Constant Contaminant Loading Functions

Contaminant plumes were derived for constant and variable loading functions at locations within a landfill. Annually, the alternative loading functions injected the same volume of contaminated water. Mass transport modeling was used to evaluate the detection efficiencies of 25 monitoring transects, spaced evenly between the landfill and a downgradient compliance boundary. Respectively, the most efficient transects (requiring the fewest monitoring wells) for constant and variable loading were located at 60–64 and 40 percent of the distance to the compliance boundary. The mean detection efficiency was 29 percent higher for variable loading, but the variation in detection efficiency was similar for constant and variable loading. At the most efficient transects, the minimum number of detection wells was 20 percent lower for variable loading. Given the influence of source loading on monitoring efficiency, alternative loading functions should be considered when designing detection monitoring networks in aquifers.     

离子选择电极法测定水中氟离子影响因素的探讨

离子选择电极法测定水中氟离子的监测方法,因其操作简单、干扰少、不必进行预处理等优点,广泛应用于环境监测领域。但国家标准检测方法对检测过程条件控制及影响因素等没有明确写明。本文结合实验和文献资料,对检测过程中出现的结果偏差进行了探讨。     

A new method for environmental site assessment of urban solid waste landfills

Regarding various types of pollutant, waste management requires high attention. Environmental site selection study, prior to landfill operation, and subsequently, monitoring and maintaining of the location, are of foremost points in landfill site selection process. By means of these studies, it is possible to control the undesirable impacts caused by landfills. Study ahead aims at examination of effectiveness of a new method called Monavari 95–2 in landfill site assessment. For this purpose, two landfills Rasht and Andisheh, which are, respectively, located on humid and arid areas, were selected as case studies. Then, the results obtained from both sites were compared with each other to find out the weaknesses and strengths of each site. Compared with others similar methods, much more criteria (53 parameters) can be considered within this method, so the results will be more calculable. According to this method, Rasht landfill (site H) is classified as unacceptable landfill site i.e. there is an urgent need for a new suitable site for landfill, while Andishe Landfill (site D) is ranked as acceptable landfill site but needs environmental management program to handle the existing weaknesses.