基于DEM的小流域石漠化成因的坡度分析——以贵州连续性石灰岩地区为例

本文选择三个典型的连续性石灰岩为基底、不同地貌区域的小流域为研究对象,通过DEM数据源在GIS软件上提取坡度信息,对其石漠化分布与坡度间的相关性进行分析。结果表明从高原区到峡谷区,石漠化的发生在面积上大体相当,强度上则愈加严重。连续性石灰岩地区各坡度上都存在生态恶化的隐患,但坡度对于其生态的恢复并不是明显的限制因素。轻度石漠化和中度石漠化的面积比在坡度的等级由低到高的过程中存在着中间的高峰值。轻、中度石漠化在高原区和峡谷区中集中于15~35°坡度;斜坡区则集中在35~45°间。强度石漠化在高原区和斜坡区中25°以上的坡度中集中分布、峡谷区则在坡度15~45°内。在喀斯特地区的低坡度上要注意人为活动的合理性。     

新农村生活污水处理设施问题初探

农村生活污水无害化排放不仅是新农村建设的要求,也是改善农村居民生活环境的需要。本文分析了中国新农村生活污水部分处理设施存在的问题及原因,并针对新农村生活污水处理设施在工程设计、施工、监管和运行管理上提出了一些探讨性的建议,期望能为中国新农村污水处理设施的建设提供有益的参考作用。     

Organic matter extracted from activated sludge with ammonium hydroxide and its characterization

In order to characterize the organic properties of waste activated sludge in a wastewater treatment plant,organic matter within sludge was extracted with NH 3 ·H 2 O preferentially,and subsequently fractionated into five fractions using XAD-8/XAD-4 resins.Up to a 63.8%-71.1% of organic matter within the sludge could be efficiently extracted by NH 3 ·H 2 O.Fractionation results showed that hydrophobic acid and hydrophilic fraction were two main components among the sludge organic matter (accounting for 32.2% and 48.0% of the bulk organic matter,respectively),whereas transphilic acid,hydrophobic neutral and transphilic neutral were quite low (accounting for 9.2%,5.8% and 4.8%,respectively).Despite that the extractant of NH 3 ·H 2 O showed a relatively higher extraction efficiency of the aromatic components,the relatively low aromaticity of the organic fractions implied that those non-aromatic components could also be effectively extracted,especially for neutral and hydrophilic fractions.In addition,acidic fractions contained more aromatic humic-like components,whereas the neutral fractions had a greater content of aromatic proteins and soluble microbial byproduct-like components.Extraction of sludge organics with NH 3 ·H 2 O and subsequential fractionation using XAD resins could be a novel method for further characterization of sludge organics.     

Heavy metal （Pb,Zn） uptake and chemical changes in rhizosphere soils of four wetland plants with different radial oxygen loss

Lead and Zn uptake and chemical changes in rhizosphere soils of four emergent-rooted wetland plants; Aneilema bracteatum, Cyperus alternifolius, Ludwigia hyssopifolia and Veronica serpyllifolia were investigated by two experiments: (1) rhizobag filled with “clean” or metal-contaminated soil for analysis of Pb and Zn in plants and rhizosphere soils; and (2) applied deoxygenated solution for analyzing their rates of radial oxygen loss (ROL). The results showed that the wetland plants with di erent ROL rates had significant e ects on the mobility and chemical forms of Pb and Zn in rhizosphere under flooded conditions. These e ects were varied with di erent metal elements and metal concentrations in the soils. Lead mobility in rhizosphere of the four plants both in the “clean” and contaminated soils was decreased, while Zn mobility was increased in the rhizosphere of the “clean” soil, but decreased in the contaminated soil. Among the four plants, V. serpyllifolia, with the highest ROL, formed the highest degree of Fe plaque on the root surface, immobilized more Zn in Fe plaque, and has the highest e ects on the changes of Zn form (EXC-Zn) in rhizosphere under both “clean” and contaminated soil conditions. These results suggested that ROL of wetland plants could play an important role in Fe plaque formation and mobility and chemical changes of metals in rhizosphere soil under flood conditions.     

Removal of humic acid from aqueous solution by cetylpyridinium bromide modified zeolite

Natural zeolite was modified by loading cetylpyridinium bromide (CPB) to create more e cient sites for humic acid (HA) adsorption. The natural and CPB modified zeolites were characterized with X-ray di raction, field emission scanning electron microscopy, Fourier transform infrared spectroscopy and elemental analysis. The e ects of various experimental parameters such as contact time, initial HA concentration, solution pH and coexistent Ca2+, upon HA adsorption onto CPB modified zeolites were evaluated. The results showed that natural zeolite had negligible a nity for HA in aqueous solutions, but CPB modified zeolites exhibited high adsorption e ciency for HA. A higher CPB loading on natural zeolites exhibited a larger HA adsorption capacity. Acidic pH and coexistent Ca2+ were proved to be favorable for HA adsorption onto CPB modified zeolite. The kinetic process was well described by pseudo second-order model. The experimental isotherm data fitted well to Langmuir and Sips models. The maximum monolayer adsorption capacity of CPB modified zeolite with surfactant bilayer coverage was found to be 92.0 mg/g.     

电化学发光、分子印迹技术及其结合技术分析

电化学发光是一种不需要外加激发光源,而且背景信号低,线性范围宽,不需要昂贵设备的方法.分子印迹却是一种具有高度识别性和选择性的新技术.通过结合两者,可制备出具有选择性好、灵敏度高、检测限低、易于操作等特点的分子印迹-电化学发光传感器.近年来,在有毒有害物质、残留农药、药物质量检测以及生物传感器制备等多领域具有广泛的应用.本综述简要介绍电化学发光、分子印迹技术以及分子印迹-电化学发光传感器的应用概况,为今后的检测技术提供了一种新方法.     

完善广东省环境应急管理机制研究

通过对多起北江污染事件(2005年北江镉污染、2010年北江铊污染、2011年武江河锑污染)的案例分析,探究突发环境污染事件的共同特征(由企业违法排污重金属污染物或EPA重点控制优先污染物造成)和演变趋势(影响范围逐渐扩大致应急管理要求逐渐提高),提出重点防控环境优先污染物、整治重污染行业、加强环境承载能力预警、实行强制环境责任保险制度等环境应急管理对策,完善广东省环境应急管理机制.     

山东省汽车喷涂行业VOCs排放特征研究

采用气袋采样-气相色谱/质谱法,采集并分析了山东省内小型通用车、货车、电动商务车以及半挂车4类典型汽车喷涂企业挥发性有机物(VOCs)的排放特征。结果表明:山东省汽车喷涂企业中VOCs排放总量以及检出数量排序为:半挂车喷涂企业电动商务车喷涂企业货车喷涂企业小型通用车喷涂企业。各类汽车喷涂企业喷漆以及烘干车间排放的VOCs大多以苯类物质为主(小型通用车面漆烘干车间除外),在小型通用车以及半挂车涂装企业废气中烷烃类物质占比较大。不同企业以及各企业不同工序之间特征VOCs排放浓度有较大差别,喷漆车间特征VOCs浓度要远高于烘干车间。     

膨润土对鸡粪序批式厌氧消化特性的影响

为考察外源添加物——膨润土对鸡粪厌氧消化特性的影响,在中温〔(35±1)℃〕条件下,采用L₈(23)正交试验设计,考察了膨润土添加量(w,以干基计,下同)、鸡粪VS(挥发性固体)添加量、厌氧消化污泥接种量对鸡粪厌氧消化过程中产气、pH、氨氮形态、EC(电导率)等的影响. 结果表明:添加1.5%和3.0%的膨润土均能显著提高鸡粪VS产CH₄量,并且在高鸡粪添加量情况下达到极显著水平(P<0.01);当膨润土添加量为3.0%、厌氧消化污泥接种量为20%时,VS累积产CH₄量达到301.92 mL/g,比对照组(160.76 mL/g)提高了87.80%;当鸡粪VS添加量相同时,添加1.5%和3.0%的膨润土均能极显著地降低消化料液的ρ(TAN)(TAN为总氨氮)(P<0.01),并且可以减少鸡粪厌氧消化过程中ρ(FAN)(FAN为游离氨)的剧烈变化;添加膨润土还能极显著地降低鸡粪厌氧消化料液的EC. 研究显示,添加膨润土有利于缓解鸡粪厌氧消化过程中氨氮抑制,提高系统稳定性,并可显著改善厌氧消化整体性能.      

介质材料在可渗透反应墙中的应用进展

可渗透反应墙正发展成为修复污染地下水技术的新方向,其中介质材料是可渗透反应墙成功修复污染地下水的关键。可渗透反应墙介质材料可以细分为还原型、吸附型、沉淀型和降解型介质材料等四类,并分别从不同类型的介质材料的反应机理、应用情况以及存在的问题等方面加以阐述。可渗透反应墙介质材料的选择应在其反应机理的基础上,结合实际的地下水环境条件、污染源、人类活动和经济费用等加以综合考虑,以保证可渗透反应墙长期有效经济安全地运行。