西南喀斯特流域枯季地下水电导率特征及水-岩作用分析

受特殊水文地质条件影响,西南喀斯特流域水动力过程与物质循环过程复杂,利用单一水文信息分析该地区水动力过程具有较大难度。地下水电导率受喀斯特水文地质条件影响显著,可以综合反映区域水动力条件与岩性特征。论文选取贵州普定县后寨河流域为研究区,通过野外调查及地下水电导率原位测定,结合流域地形、岩性及落水洞、岩溶泉等岩溶地貌空间分布规律,分析了喀斯特流域枯季地下水电导率空间分布及其受水-岩特征的影响。结果表明,山丘区地下水电导率较低,主要由于喀斯特山区是岩溶裂隙/管道网络发育的强径流区,水-岩接触时间较短。随高程降低,地下水电导率呈现增加趋势,表明地下水流速度减缓,水-岩接触时间变长。地下水电导率受岩性特征影响显著,石灰岩区水-岩作用强烈,易形成较高电导率地下水,平均电导率650 μS/cm,白云岩区水-岩作用减弱,地下水电导率降低,平均值523 μS/cm。     

江苏省人为源VOCs排放清单及其对臭氧生成贡献

基于江苏省工业、能源、环境等活动水平数据,结合排放因子法和源成分谱研究成果,建立了江苏省分市、分行业、分物种人为源VOCs排放清单,利用最大增量反应活性(MIR)估算了其对臭氧的生成贡献.结果显示,江苏省2015年VOCs人为源排放量为192.78万t,化石燃料燃烧、工业过程源、有机溶剂使用源、生物质燃烧源、移动源、有机溶剂储运源排放质量分数分别为7.38%、27.93%、39.56%、3.55%、16.18%、5.39%.苏州、南京、徐州3市VOCs排放量居全省前三位,均超过20万t.56种臭氧前驱物所产生的臭氧生成潜势(OFP)总量为542.95万t,行业分布与VOCs排放总量的行业分布相似,机械设备制造、交通工具制造、建筑装饰等涂装行业对OFP的贡献比例是VOCs排放总量贡献比例的1.3~1.6倍,控制喷涂行业等量的VOCs会产生更大的OFP削减.对OFP贡献大的前10位物种分别是间/对-二甲苯、乙烯、丙烯、1,3-丁二烯、甲苯、邻-二甲苯、1-丁烯、乙苯、1,2,4-三甲基苯、对-乙基甲苯,对总OFP的贡献为75.63%.     

沈阳工业区夏季VOCs组成特征及其对二次污染形成的贡献

利用2019年和2020年夏季沈阳市工业区大气挥发性有机物(VOCs)的观测数据,研究沈阳市夏季工业区大气VOCs的组成特征并初步判断其来源,并利用最大增量反应活性(MIR)和气溶胶生成系数(FAC)法分别估算该地大气VOCs的臭氧生成潜势(OFP)及二次有机气溶胶生成潜势(AFP).结果表明,观测期间沈阳市工业区ρ(总VOCs)平均值为41.66μg·m^-3,烷烃、烯烃、芳香烃和乙炔分别占总VOCs浓度的48.50%、 14.08%、 15.37%和22.05%.浓度排名前10的物种累计占总VOCs浓度的69.25%,其中大部分为C2～C5的烷烃,还包括乙炔、乙烯和部分芳香烃.总VOCs整体上呈现出早晚浓度高、中午浓度低的日变化特征,峰值分别出现在06:00和22:00,11:00～16:00处于较低水平.由甲苯/苯(T/B)和异戊烷/正戊烷的比值判断工业区主要受机动车尾气排放、溶剂使用、燃烧源和LPG/NG的影响.工业区大气VOCs的总AFP为41.43×10^-2μg·m^-3,其中芳香烃的贡献最大;总OFP贡献值为1...     

聚苯乙烯微塑料对铜绿假单胞菌生物膜形成和结构变化的影响

微塑料在水环境中的污染情况日益严重,对水生生物的生长发育造成严重影响,而目前有关微塑料对生物膜形成影响机制的研究十分有限.为探究聚苯乙烯微塑料（PS-MPs）对铜绿假单胞菌生物膜形成发育的影响,选用不同浓度和粒径PS-MPs进行暴露试验,研究其对生物膜内生物量、氧化应激水平、生物膜结构和群体感应系统的影响.结果表明,PS-MPs诱导严重氧化应激反应并抑制生物膜形成和发育,粒径越小,产生的抑制作用越强烈,抑制效果表现为0.1 μm>0.5 μm≈1 μm>5 μm.PS-MPs通过与细胞接触造成严重物理损伤,形成的生物膜厚度显著减小且结构稳定性遭到破坏,膜内细菌通过分泌胞外聚合物来抵御PS-MPs的胁迫作用.PS-MPs进一步通过干扰铜绿假单胞菌群体感应系统,下调关键基因lasI、lasR、rhlI和rhlR的表达水平,抑制信号分子和相关毒力因子的合成与分泌,降低细菌对毒性作用的防御功能,最终影响生物膜形成和结构稳定性.     

中国水电施工行业伤亡事故的特点及宏观对策

通过对水电施工行业中近１５ 年来的重大伤亡事故资料的整理与分析，归纳出水电施工行业伤亡事故的特点，并对影响伤亡事故率的综合因素进行了分析，提出了具有一定针对性的预防对策。为认识我国水电施工行业的特征、事故特点及寻找预防措施提供了一定的依据     

Strategies for determining soil-loss tolerance

Excessive soil losses due to erosion or lateral displacement by machinery impair productivity. Some soil loss is tolerable, but not so much that plant productivity diminishes. Thus productivity is the dominant concern in determining soil-loss tolerance. The effects of soil loss on productivity, however, are difficult to determine. Therefore, two alternatives are discussed for determining the limits of soil loss, or soil-loss tolerance. These alternatives are the maintenance of soil organic matter and, for shallow and moderately deep soils, the maintenance of soil depth. They are not new strategies, but our rapidly increasing knowledge of the dynamics of soil organic matter and the rates of soil formation from bedrock or consolidated sediments warrants the reconsideration of these alternatives. Reductions in either soil organic matter or the depth of shallow or moderately deep soils will lead to declining productivity. Soil organic matter, considered to be a surrogate for productivity, is much easier to monitor than is productivity. Also, there are many computer models for predicting the effects of management on soil organic matter. Recently compiled data on rates of soil formation suggest that soil losses of 1 t/a (2.24 Mg/ha yr) are greater than the rate of replenishment by the weathering of lithic or paralithic material in all but very wet climates.     

Transformation of ecological conditions of soil and humus substance formation in the urban environment

Ecological conditions of soil formation and specific features of humus substance formation are considered with regard to urban soils of different types formed in the following functional zones: the park zone, residential area, and sanitary protective zone of the Middle Ural Copper-Smelting Plant. The specificity of soil formation in Revda, a typical industrial city of the Middle Urals, is determined by the combined effect of urban and technogenic factors (urbogenesis and technogenesis), with the former being of primary importance. At a constant period of biological activity, the depth of humification is primarily a function of granulometric and chemical composition of urban soils.Translated from Ekologiya, No. 1, 2005, pp. 11–19.Original Russian Text Copyright © 2005 by Meshcheryakov, Prokopovich, Korkina.     

NITROGEN TRANSFORMATIONS IN SEDIMENTS AS AFFECTED BY CHEMICAL AMENDMENTS1

ABSTRACT: A study was conducted to elucidate some of the chemical factors affecting the rate and pathways of N transformations in lake sediments. The main emphasis was placed on modifying a noncalcareous sediment with CaCO₃ to approximate the composition of a calcareous sediment. Additionally, the effects of Ca²⁺, CO₃^2-, Mg2⁺ and OH^- were evaluated by using appropriate chemicals. Further, the effect of aluminum sulfate was evaluated with both sediment types. Sediment pH at 7 days was not affected by CaCO₃, but was decreased by aluminum sulfate. The CaCO₃ treatment increased the rate of ammonification, nitrification, reduction of acetylene to ethylene and methane formation, while with few exceptions the other treatments decreased the rate of the transformations studied. Aluminum sulfate, which has been proposed as a lake restoration treatment, increased ammonification but decreased most of the other transformations.     

臭氧活性炭工艺中卤乙酸生成潜能与相对分子质量分布关系的研究

通过臭氧生物活性炭和微曝气生物活性炭(O₃/BAC和micro-aeration/BAC)2套工艺研究其对不同相对分子质量有机物去除特点和不同相对分子量有机物生成的卤乙酸及其去除特性.结果表明,O₃/BAC工艺对相对分子质量区间>30×10³的有机物去除率超过90%.O₃/BAC与micro-aeration/BAC出水中,UV₂₅₄值表示相对分子质量<103的有机物超过50%,相对分子量区间在10×10³～30×10³的有机物占20%～30%;在O₃/BAC和微曝气/BAC工艺出水中,以相对分子质量<10³的有机物生成的卤乙酸最多,生成DCAA、TCAA、DBAA分别为97.00、38.55、2.10μg/L和104.00、42.75和2.92μg/L;采用各处理单元不同分子量有机物与氯反应生成的DCAA、TCAA、DBAA和THAAs与相对应的UV₂₅₄值进行线性拟合,相关系数分别为0.827、0.851 3、0.815 7和0.878.UV₂₅₄与臭氧生物活性炭处理工艺出水中的卤乙酸生成潜能具有较好的线性关系.     

絮凝条件对絮体分形结构的影响

在85kg/m³的含沙高浊水中投加阳离子高分子聚合物,借助图像分析技术与沉降技术分析探讨了不同絮凝条件下泥沙絮凝形态学参数:絮体粒径、絮体有效质量密度、絮体自由沉速、浑液面沉速与上清液余浊等的变化规律.利用表征参数“分维”定量控制不同絮凝条件(如搅拌速率、搅拌时间、高分子浓度等)对含沙高浊水絮体结构分形特性的影响.实验证明,不合适的絮凝条件将导致絮体分形构造疏松脆弱,分维值低.絮凝条件合适时(快速絮凝强度为:r₁=300r/min,t₁=10s;慢速絮凝强度:r₂=120r/min,t₂=180s;CP浓度:0.1%),絮体分形结构处于最佳状态.该状态下的絮体具有粒径较大、沉速快、有效质量密度高、粒度分布均匀,分维值最高(D₃=2.16)的特点.而且,由静沉实验测得浑液面沉速高,上清液余浊也低.泥沙絮体分形结构达最佳时的混凝性能、沉降性能与结构密实性均较理想.