Optimization of process parameters for mature landfill leachate pretreatment using MAP precipitation

Chemical precipitation is a useful technology as a pretreatment to treat mature landfill leachate with high concentrations of ammonium-nitrogen (NH4+-N) and refractory organic compounds. Orthogonal experiments and factorial experiments were carried out to determine the optimal conditions enhancing the magnesium ammonium phosphate (MAP) precipitation process, and the experimental results demonstrated that the removal rate of NH4+-N was more than 85% when MgO and NaH₂PO₄·2H₂O were applied as external sources of magnesium and phosphorous under the optimal conditions that molar ratio n(Mg)∶n(N)∶n(P) = 1.4∶1∶0.8, reaction time 60 min, original pH of leachate and settling time 30 min. In the precipitation process, pH could be maintained at the optimal range of 8–9.5 because MgO could release hydroxide ions to consume hydrogen ions. Calcium ions and carbonate ions existed in the leachate could affect the precipitation process, which resulted in the decrease of NH4+-N removal efficiency. The residues of MAP sediments decomposed by heating under alkaline conditions can be reused as the sources of phosphorous and magnesium for the removal of high concentrations of NH4+-N, and up to 90% of ammonium could be released under molar ratio of n[OH]∶n[MAP] = 2.5∶1, heating temperature 90°C and heating time 2h.     

垃圾渗滤液的Fenton氧化预处理研究

采用Fenton氧化法对垃圾渗滤液进行预处理,考察了渗滤液初始pH值、H2O2和FeSO4.7H2O投加量、H2O2/Fe2＋投加的物质的量比及氧化反应时间等对Fenton氧化处理效果的影响,获得Fenton氧化处理垃圾渗滤液的最佳工艺条件：初始pH=3.0,H2O2投加量为5.0 mL.L-1,FeSO4.7H2O投加量为3.48 g.L-1,H2O2/Fe2＋物质的量比为4-1,反应时间为1.5 h。最佳条件下处理后垃圾渗滤液COD为5 220 mg.L-1,COD去除率达57.8%。凝胶渗透色谱和三维荧光光谱分析结果表明,垃圾渗滤液中主要含有腐殖酸类大分子物质,经Fenton氧化后降解变成小分子化合物。     

温度对填埋垃圾渗滤液特征的影响

温度对填埋场有机垃圾的厌氧降解具有十分重要的影响,因而对填埋场渗滤液特征也产生重要的影响。文章通过在常温及29~45℃范围内设置的6个不同温度下的模拟垃圾柱降解对照试验,分析研究了温度对填埋有机垃圾渗滤液特征的影响。结果表明,在垃圾降解适宜的温度范围(29~45℃)内,较高的温度对渗滤液COD衰减具有较大的促进作用,而保持恒定的温度比升高温度对渗滤液COD衰减的影响更加显著,但温度对垃圾降解渗滤液中氨氮影响并不明显。     

Indicating landfill stabilization state by using leachate property from Laogang Refuse Landfill

Variation and evolution process of leachate can be applied as a reference for landfill stabilization phase. In this work, leachates with different ages were collected from Laogang Refuse Landfill, and characterized with 14 key parameters. Simultaneously, principal component analysis （PCA） was applied to develop a synthetic parameter-F based on these 14 parameters, and a logarithm equation was simulated for the landfill stabilization process finally. It was predicted that leachates would meet Class I and Class II in standard for pollution control on the landfill site of municipal solid waste （GB 16889-1997） after 32 years and 22 years disposal under the natural attenuation in the humid and warm southern areas of China, respectively. The predication of landfill state would be more accurate and useful according to the synthetic parameter F of leachate from a working landfill.     

垃圾填埋场渗滤液地下原位脱氮技术综述

氨氮是城市垃圾厌氧填埋过程中产生的常见的污染物。由于氨氮的持久性和生物毒性,生活垃圾填埋场渗滤液中氮的脱除已引起了人们的高度关注。文中结合国内外的研究现状的基础,论述了厌氧渗滤液回灌、强制通风好氧填埋、准好氧填埋和生物反应器填埋四种垃圾渗滤液原位脱氮处理技术的原理、技术特点、工程投资、运行成本以及处理效果等;指出了垃圾填埋场渗滤液原位脱氮技术的未来研究重点:填埋场内脱氮机理和脱氮速率的深入研究、工艺控制优化研究以及生物反应器填埋的实际应用设计研究。     

垃圾填埋场渗滤液回流处理技术研究进展

垃圾渗滤液回流处理后，CODcr去除率最高达95％，在半好氧状态下NH3-N质量浓度降低至10mg/L几以下，渗滤液水质得到改善；渗滤液回流增加了湿度，使有机物的降解速率加快；渗滤液同流处产甲烷速率是不回流处产甲烷速率的2倍多：渗滤液回流处的总沉降幅度可达填埋场深度的20％，而不回流处仅为8％。回流处理技术分为直接回流至垃圾层、表面喷灌或浇灌至填埋场表面、地表下回流或内层回流技术。在填埋场处于产酸阶段早期，回流的渗滤液量宜少不宜多：在产气阶段则可逐渐增加。应将稳定化程度高的垃圾层区(产甲烷区)排出的渗滤液回流至新填人的垃圾层(产酸区)，将新垃圾层所产生的渗滤液回流至老的稳定化区。通过控制垃圾的组成、回流的时间、渗滤液的pH值等手段可改善回流处理效果。     

多通道网状电极电化学预处理垃圾渗滤液反渗透浓缩液

反渗透(Reverse Osmosis,RO)因出水水质好、运行成本低等优势常用于垃圾渗滤液的处理,但产生的RO浓缩液具有COD高、色度高、盐分高、难降解等特点,其处理存在效果差、能耗和成本均较高等问题.本工作采用氧化钌/氧化铱涂层电极(RuO2/IrO2-Ti)的钛网为阳极,以304不锈钢电极为阴极,设计制作了 6通...     

Performance of landfill leachate treatment system with disc-tube reverse osmosis units

Reverse osmosis system with the disc-tube module (DT-RO) was applied to treat landfill leachate on full scale at the Changshengqiao Sanitary Landfill, Chongqing City, China. In the first six-mouth operation phase, the treatment performance of DT-RO system had been excellent and stable. The removal rate of chemical oxygen demand (COD), total organic carbon (TOC), electrical conductivity (EC), and ammonia nitrogen (NH₃-N) reached 99.2–99.7%, 99.2%, 99.6%, and over 98%, respectively. The rejection of Ca²⁺, Ba²⁺, and Mg²⁺ was over 99.9%, respectively. Suspended solid (SS) was not detected in product water. Effective methods had been adopted to control membrane fouling, of which chemical cleaning is of utmost importance to guarantee the long smooth operation of the DT-RO system. The DT-RO system is cleaned in turns with Cleaner A and Cleaner C. At present, the 1st stage cleaning cycle by Cleaner A and Cleaner C is conducted every 100 and 500 h, respectively, depending on raw the water quality.     

Characterization of humic substances in bio-treated municipal solid waste landfill leachate

Considerable organic matter remains in municipal solid waste landfill leachate after biological treatments. Humic substances (HSs) dominate the organic matter in bio-treated landfill leachate. In this study, the HSs from landfill leachate treated by membrane bioreactor (MBR-HSs) were analyzed via elemental analysis, ultraviolet-visible spectroscopy, Fourier transform infrared spectroscopy, and charge polarized magic-angle spinning-¹³C-nuclear magnetic resonance. The characteristic absorption in the UV wavelength range indicated the presence of high C=C and C=O double bonds within the MBR-HSs. Compared with commercial HSs, MBR-HSs had lower carbon content [48.14% for fulvic acids (FA) and 49.52% for humic acids (HA)], higher nitrogen content (4.31% for FA and 6.16% for HA), lower aromatic structure content, and higher carbohydrate and carboxylic atoms of carbon content. FA predominantly had an aliphatic structure, and HA had less condensed or substituted aromatic ring structures than natural HA. The aromatic carbon content of MBR-HSs was lower than that of humus-derived HSs but higher than that of waste-derived HSs, indicating that MBR-HSs appeared to be more similar to humus-derived HSs than waste-derived HA.     

垃圾渗滤液对斑马鱼的毒性及抗氧化酶活性的影响

在室内模拟条件下,以斑马鱼（Daniorerio）为受试动物,探讨生活垃圾渗滤液对斑马鱼的急性毒性及对其鱼鳃、肝脏中的过氧化物歧化酶（SOD）、还原型谷胱甘肽（GSI-I）及Na＋,K＋-ATP酶等3种酶的影响。结果表明,垃圾渗滤液对斑马鱼的96hLC50为13．2％。垃圾渗滤液对斑马鱼的急性毒性相对较高,斑马鱼对垃圾渗滤液毒性的敏感性强。慢性毒性测试结果显示,垃圾渗滤液对斑马鱼肝脏中SOD活性和GSH质量分数的诱导作用明显,对Na＋,K＋-ATP酶活性影响并不明显;垃圾渗滤液对斑马鱼鱼鳃中SOD活性影响显著（P〈0．05）。除Na＋,K＋-ATP酶外,斑马鱼的抗氧化防御相关生物标志物对渗滤液染毒胁迫具有相对较高的敏感性,SOD和GSH均可用作垃圾渗滤液慢性胁迫的有效生物标志物。     

螺旋藻(Spirulina)对垃圾填埋渗滤液污染物的净化作用

探讨了螺旋藻(Spirulina,SP)对垃圾填埋渗滤液(LandfillLeachate,LFL)中污染物的净化作用。从广州市大田山垃圾填埋场收集LFL,用国家标准方法进行理化分析,在不同稀释度的LFL中接种SP后连续培养,观察藻细胞生长并比较接种前和培养7d后LFL主要污染物的质量浓度变化。结果发现SP可在LFL原液及体积分数分别为50%和25%LFL中维持生长达对照的30%～50%,藻细胞的生长使LFL中PO4-P、COD、NH3-N清除率达50%以上,对50%LFL中铅、锌、砷、铬、镍等重金属的清除率大于60%。结果提示,螺旋藻对LFL污染物有一定的生物净化作用。     

优势菌种硝化新工艺处理垃圾渗滤液的研究

通过摇瓶富集与开放体系扩大培养获得高含量的硝化细菌优势菌液,用于硝化反应器的强化挂膜启动、驯化。采用优势菌种生物硝化新工艺研究了含高质量浓度氨氮垃圾渗滤液的硝化特性,并对工艺条件进行了优化。结果表明,优势菌液中亚硝化细菌与硝化细菌的含量分别达到9.0×107和3.5×107MPN/mL。实际废水动态运行的结果显示,当进水垃圾渗滤液平均氨氮质量浓度为284.4mg/L时,出水平均氨氮质量浓度为14.3mg/L,硝化速率高达NH4+-N28.1g/(m3.h),与传统硝化工艺相比高出近一倍。本工艺处理垃圾渗滤液的优化操作工艺条件为:pH、氨氮质量浓度及DO分别控制在7.5～8.5、300mg/L、1.1～2.6mg/L。     

膜生物反应器（MBR）处理垃圾渗滤液的脱氮研究

采用一体式MBR处理垃圾渗滤液,系统考察MBR对COD、NH4＋-N和TN的去除效果。结果表明：可将垃圾渗滤液的COD降至650-1 500 mg·L-1范围;在HRT为1.5 d、DO为0.75-1.20 mg·L-1、不排泥条件下运行时,对TN质量浓度低于2 300 mg·L-1、容积负荷低于0.25 kg.m-3.d-1（以N计）的渗滤液进行处理,MBR对NH4＋-N与TN的去除率可分别达到87%和72%以上。在MBR处理垃圾渗滤液的运行中发现,膜的污染速度较快,并且呈现＂两段性＂的规律,采用碱＋氧化剂的清洗方式可有效去除膜污染,降低过膜压力。     

微波催化氧化法处理垃圾渗滤液的正交试验

在微波辐射条件下,采用活性炭与Fenton试剂处理垃圾渗滤液,并通过正交试验考察了微波辐射时间、pH、活性炭用量、硫酸亚铁用量和H2O2用量对处理效果的影响.结果表明:pH对处理效果的影响最大,其次为活性炭用量、微波辐射时间、硫酸亚铁用量和H2O2用量;在100 mL水样中,最佳处理条件为活性炭2 g、H2O20.2 mL、硫酸亚铁0.834 g、pH 6、微波辐射时间10 min,垃圾渗滤液中的COD去除率达到75.36%.     

Removal of contaminants in leachate from landfill by waste steel scrap and converter slag

This study may be the first investigation to be performed into the potential benefits of recycling industrial waste in controlling contaminants in leachate. Batch reactors were used to evaluate the efficacy of waste steel scrap and converter slag to treat mixed contaminants using mimic leachate solution. The waste steel scrap was prepared through pre-treatment by an acid-washed step, which retained both zero-valent iron site and iron oxide site. Extensive trichloroethene (TCE) removal (95%) occurred by acid-washed steel scrap within 48 h. In addition, dehalogenation (Cl⁻ production) was observed to be above 7.5% of the added TCE on a molar basis for 48 h. The waste steel scrap also removed tetrachloroethylene (PCE) through the dehalogenation process although to a lesser extent than TCE. Heavy metals (Cr, Mn, Cu, Zn, As, Cd, and Pb) were extensively removed by both acid-washed steel scrap and converter slag through the adsorption process. Among salt ions (NH₄⁺, NO₃⁻, and PO₄³⁻), PO₄³⁻ was removed by both waste steel scrap (100% within 8 h) and converter slag (100% within 20 min), whereas NO₃^- and NH₄⁺ were removed by waste steel scrap (100% within 7 days) and converter slag (up to 50% within 4 days) respectively. This work suggests that permeable reactive barriers (PRBs) with waste steel scrap and converter slag might be an effective approach to intercepting mixed contaminants in leachate from landfill.     

Formation of dimethyldithioarsinic acid in a simulated landfill leachate in relation to hydrosulfide concentration

Dimethyldithioarsinic acid (DMDTA^V), present in such intense sources as municipal landfill leachate, has drawn a great deal of attention due to its abundant occurrence and different aspect of toxicity. The hydrosulfide (HS⁻) concentration in leachate was studied as a major variable affecting the formation of DMDTA^V. To this end, the HPLC–ICPMS system equipped with the reversed-phase C18 column was used to determine DMDTA^V. Simulated landfill leachates (SLLs) were prepared to cover a mature landfill condition with the addition of sodium sulfate and sulfide at varying concentrations in the presence of dimethylarsinic acid (DMA^V). The concentration of sodium sulfide added in the SLLs generally exhibited a strong positive correlation with the concentration of DMDTA^V. As such, the formation of DMDTA^V in the SLLs is demonstrated to be controlled by the interactive relationship between DMA^V and the HS⁻.

     

Management of landfill leachate in Iran: valorization,characteristics, and environmental approaches

Environmental Chemistry Letters - The quantity and quality of leachate generated in a landfill are very important when it comes to waste management. Sanitary landfill is still being considered as...     

垃圾填埋场渗滤液溶解性有机质特性及其去除技术综述

垃圾填埋场渗滤液所含物质种类繁多,理化特性复杂,且随填埋时间等条件而变化.本文综合分析了垃圾渗滤液溶解性有机质的组成特征、结构特征及随年代变化特征.针对垃圾渗滤液难降解有机质的特性而研发的处理技术包括物化法、高级氧化法和微电解法等,并在实际工程中得到应用.随着越来越严格的渗滤液排放要求,溶解性有机质的去除应充分考虑投资的经济、运行的稳定性和可靠性.