铬渣污染场地修复技术研究进展

铬渣对中国地下水、地表水和土壤造成了严重污染,并对生态环境和人体健康构成了巨大威胁。开展对铬渣污染场地的修复工作已迫在眉睫。在分析铬污染特性的基础上,阐述了国内外最新铬污染场地修复技术研究动态,并概括分析了其不足与未来铬渣污染场地修复技术的发展趋势。     

场地环境污染的电动修复技术研究现状与趋势

在综述国内外场地污染土壤电动修复技术的研究现状和趋势的基础上,针对场地土壤电动修复中常见问题,包括电极设置方式、化学增强试剂的选择、土壤类型和污染程度等影响去除效率的因素及处理效果和能耗等进行阐述,探讨当前我国场地土壤电动修复技术研发的重点,以促进场地污染土壤修复技术的发展和应用.     

场地土壤重金属污染及其修复技术研究现状

场地污染是长期工业化的产物,呈现出世界性的环境问题,构成了对人类和环境的严重危害。本文介绍了有关重金属污染场地的概念,分析了场地土壤重金属污染特点、来源以及危害,着重阐述了场地土壤重金属污染的修复技术,并对未来的研究方向提出了看法.     

制订我国污染场地土壤风险筛选值的几点建议

近年来,我国大中城市陆续开展污染企业搬迁,环境管理上要求对搬迁场地进行商业开发前必须开展场地环境调查、风险评估和修复,客观上要求有一套场地环境评价标准和污染土壤修复标准.针对目前国内污染场地标准缺失及盲目引用国外相关筛选值出现的误区,分析了美国、荷兰和英国土壤筛选值差异的主要原因,为合理借鉴国外土壤筛选值及其制定方法学...     

土壤重金属污染的工程危害及修复方法

分析了重金属污染对地基土和地下结构物的危害,比较了电动修复、土壤冲刷、原位土壤淋洗、化学固化修复土壤的优缺点,重点介绍固化/稳定化技术在修复重金属污染土壤中的应用。     

江苏省土壤修复产业发展现状及对策分析

简述了江苏省土壤修复市场发展情况及土壤修复技术发展现状。从营商环境、市场竞争力、标准法规建设等方面分析存在的市场问题,提出应规范市场环境、培育企业竞争力,加强标准制定、模式创新和人才培养的建议。针对场地环境调查与风险评估技术有待提升、地下水修复技术研发工作投入不足、修复后土壤监测和安全再利用问题突出等技术问题,提出,应完善环境调查与风险评估技术研究,加强土水修复材料、装备与工艺研发,提升长期监测及修复再利用研究的建议。以期为土壤修复行业的良性发展提供有益参考。     

土壤及场地持久性有机污染的生物修复技术发展及应用

以土壤及场地持久性有机污染物为对象,较为系统地综合评述了国内外污染土壤及场地的生物修复技术发展与应用,并结合当前土壤及场地污染的新特点,提出了生物修复的发展趋势和研究方向.     

石油污染场地土壤修复技术及工程化应用

在分析当前我国土壤受石油污染的状况基础上,介绍目前修复石油污染场地土壤的技术,包括物理修复、化学修复和生物修复等.并对各种技术的修复原理、研究进展、优缺点及其发展趋势进行了综述,结合我国的研究现状与工作基础对该领域今后的研究方向与重点进行了展望.     

中国污染场地修复的研究进展、问题与展望

随着城市化和产业转移进程的加快,我国城镇工业企业搬迁或遗留的污染场地数量与日俱增,亟须开展污染场地治理与修复工作,以保障人居环境安全、国民健康和社会稳定.综述了我国污染场地及其产生、状态和风险,污染场地管理、修复技术及工程实践进展,污染场地管理和修复的主要问题,场地污染防治与修复政策、技术和融资机制需求,旨在推进污染场...     

第三方检测机构在污染场地修复管理中的重要作用和积极影响

文章概述了第三方检测机构在场地环境调查、土壤修复、监理和验收环节中的重要作用,以及确保检测数据准确性和权威性的质控措施,更好地为场地修复管理提供强有力的技术保障。当前土壤检测方面存在的主要问题是未知污染物定性难度大、样品基质复杂、污染物标准方法缺乏、场地历史遗留问题多、检测周期较长等。文章通过实例和数据论证如何克服当前局限条件,解决污染场地农药、染料等有机污染物的问题,为我国场地环境调查、土壤修复中发挥了重要作用和积极影响。     

浅议地下水污染治理技术方法及进展

简要介绍了地下水污染治理技术的沿革,包括物理法、水动力控制法、抽出—处理法和原位处理法,着重阐述了目前研究最多的原位处理法,即原位物化法、原位生物法和反应性渗透墙技术。并提出应该在学习国外先进技术的基础上,开发研究适合我国国情的地下水污染治理技术。     

Availability and Assessment of Fixing Additives for The in Situ Remediation of Heavy Metal Contaminated Soils: A Review

The use of low-cost and environmental safety amendments for the in situ immobilization of heavy metals has been investigated as a promising method for contaminated soil remediation. Natural materials and waste products from certain industries with high captive capacity of heavy metals can be obtained and employed. Reduction of extractable metal concentration and phytotoxicity could be evaluated and demonstrated by the feasibility of various amendments in fixing remediation. In this review, an extensive list of references has been compiled to provide a summary of information on a wide range of potentially amendment resources, including organic, inorganic and combined organic-inorganic materials. The assessment based on the economic efficiency and environmental risks brought forth the potential application values and future development directions of this method on solving the soil contamination.     

Surfactant dissolution and mobilization of LNAPL contaminants in aquifers

Improper disposal, accidental spills and leaks of non-aqueousphase liquids (NAPL) such as gasoline, fuel oil and creosote result in long-term persistent sources of groundwater pollution.Column and 2-D tanks experiments were conducted to evaluate the use of surfactant-enhanced recovery of light non-aqueous phase liquids (LNAPL) in groundwater aquifers. These experiments focused on the use of surfactants to promote dissolution and mobilization in addition to evaluating the increase of aqueous phase permeability as residual NAPL is recovered. Further experiments are presented that show the innovative use of surfactants during primary pumping to recover free product canpotentially increase the amount of free product recovered, canpotentially reduce the amount of residual NAPL remaining afterprimary pumping and performs better than the use of surfactantsto mobilize trapped residual NAPL.     

面向污染场地的环境修复功能材料

在回顾环境功能材料研究进展的基础上,将材料按功效分为固化/稳定化材料、氧化还原剂类材料以及催化剂类材料,重点对固化/稳定化材料进行了介绍。根据环境材料科学的发展前沿提出了污染场地环境修复功能材料的发展趋势,并总结了功能材料开发与应用中的一些问题。     

有机污染场地微生物修复研究进展

结合国内外研究,从典型有机污染物微生物修复机理、降解菌株的筛选、微生物修复技术,以及微生物修复技术的表面活性剂和电化学强化等方面综述了微生物修复技术的研究进展,并对其发展方向和趋势做出展望。     

Response of Mercury Contamination in Fish to Decreased Aqueous Concentrations and Loading of Inorganic Mercury in a Small Stream

Approximately 250 000 kg of mercury was lost towater and soils at the U.S. Dept. of Energy Y-12 Plantin Oak Ridge, Tennessee in the 1950s and early 1960s. A creek originating within the plant receivedcontinuous inputs of waterborne mercury, predominantlyas dissolved inorganic mercury, from groundwater,streambed contamination, and sump and process waterdischarges to the contaminated storm sewer network.These produce aqueous total mercury concentrations of1–2 g L^-1 in the upper reaches of the stream,decreasing to about 0.1–0.2 g L^-1 in its lowerreaches. A program to reduce mercury concentrationsin the creek identified specific sources (buildingsumps, contaminated springwater seeps, foundationdrains, and contaminated piping) and rerouted wateraround contaminated portions of the drain system orcollected and treated mercury-contaminated waterbefore discharging it. As a result, waterbornemercury concentrations in the creek and total mercuryloading were reduced from 1.8 g L^-1 to0.6 g L^-1 and 100 to 20 g d^-1, respectively, in the last 5 yr.Mean mercury concentrations in fish nearest sourceareas in the creek headwaters decreased at roughly thesame rate as waterborne total mercury concentrationsover the past five years, but at the facility boundarydownstream the decline in mercury bioaccumulation wasmuch less. At sites 5–15 km farther downstream, nodecrease was evident. Dissolved methylmercury tendedto increase with distance downstream in a patterninverse to that noted for its dissolved inorganicmercury precursor.Improvements in water quality and modification ofweirs to allow the passage of fish have resulted inthe establishment of large populations of fish inmercury-contaminated headwater areas previously devoidof fish. It may be that the accumulation, retention,and eventual downstream transport of this reservoir ofbiologically incorporated methylmercury has acted tobuffer against expected reductions in mercury in fishat downstream sites.     

新疆和田地区人工柽柳生态修复工程生态效益监测初探

通过在和田地区生态修复项目设立样方,监测生态修复项目实施后所取得的生态效益.结果表明,生态修复项目实施后,能够降低项目区的风速,提高温度和相对湿度;提高植被盖度;改善土壤理化性质,但由于项目实施时间较短,作用不是非常显著;生态修复项目的实施取得了较好的生态效益.     

EFFICIENCY OF AN INFILTRATION BASIN IN REMOVING CONTAMINANTS FROM URBAN STORMWATER

The efficiency of a Stormwater Infiltration Basin (SIB) to remove contaminants from urban stormwater was assessed in the current investigation. The SIB, installed in an urban suburb in eastern Sydney (Australia), was monitored over seven rainfall events to assess the removal efficiency of the remedial device for total suspended solids (TSS), nutrients (TP, TKN, N_ox, TN), trace metals (Cd, Cr, Cu, Fe, Mn, Ni, Pb, Zn), organochlorine pesticides and faecal coliforms (FC) from stormwater. The weighted average concentration (WAC) of TSS in the stormwater effluent from the SIB was reduced by an average of 50%, whereas the WAC of Cu, Pb and Zn were also reduced by an average 68%, 93% and 52%, respectively. However, the WAC of Cr, Fe, Mn and Ni displays either similar concentrations as the stormwater influent (Cr and Mn), or substantially higher concentrations (Fe and Ni), due possibly to leaching of fine-grained zeolite clay particles in the filtration bed. The mean removal efficiency of the SIB for total phosphorus (TP) and total Kjeldahl nitrogen (TKN) was 51% and 65%, respectively. In contrast, the average WAC of oxidisable nitrogen (nitrate and nitrite nitrogen or N_ox) is about 2.5 times greater in the effluent (1.34 ± 0.69 mg L^–1) than in the incoming stormwater (0.62 ± 0.25 mg L^–1). The WAC of total nitrogen (TN) was similar for stormwater at the in-flow and out-flow points. The SIB was very efficient in removing FC from stormwater; and the WAC of almost 70 (100 mL)^–1 at inflow was reduced to <2000 cfu (100 Ml)^–1 at the outflow, representing a mean removal efficiency of 96%. Due to the low concentrations of Cd, organochlorine pesticides and PAHs in the stormwater, it was not possible to assess the efficiency of the SIB in removing these contaminants.