连续流动分析法测定水中硫化物的显色剂配制方法研究

针对连续流动分析法测定水中硫化物方法中显色剂N,N-二甲基-1,4苯二胺二盐酸盐保质期短的问题,研究了不同体积比盐酸或硫酸介质对延长显色剂保质期的影响,确定了延长保质期的试剂配制方法,并对该方法的适用性进行了检验.结果显示,体积比10％硫酸介质的显色剂优于盐酸介质显色剂,可以存放一周.使用此显色剂进行硫化物分析检出限为0.003 mg/L,线性范围0.000 mg/L ～2.00 mg/L,平行测定相对偏差0.0％ ～11.8％,加标回收率82.0％～102％,可以满足环境样品分析需求.     

混凝-水解酸化-接触氧化-脱色工艺处理印染废水及回用

印染废水具有水量大、色度高、有机物含量高、可生化性较差等特点,采用混凝-水解酸化-接触氧化-脱色工艺处理某印染公司污水,经过实践证明,处理后出水水质稳定,操作管理方便等,出水直接回用到印染车间,提高了公司回用水的比率,具有较大的经济效益和社会效益,所以这处理工艺在印染废水处理及回用方面具有巨大的应用价值。     

混合溶剂的闪点变化规律探析

为考察不同类型溶剂对混合液易燃特性的影响,探索混合溶剂闪点的变化规律,分别将不燃溶剂、阻燃型溶剂、高闪点溶剂及低闪点溶剂与乙醇按不同比例混合,采用闭杯闪点测试仪进行混合液的闪点测试。研究结果表明,添加不燃或阻燃溶剂时,混合液闪点整体呈现逐渐升高趋势,不燃或阻燃溶剂易于提高混合溶剂的安全性能,当不燃或阻燃溶剂体积分数超过0.7以上时,混合液闪点提高幅度较大;添加可燃溶剂时,可燃溶剂的结构不同,对混合液的燃烧特性影响也不同,添加高闪点溶剂可能提高混合液闪点,也可能降低混合液闪点;而添加低闪点溶剂,降低混合液闪点,甚至可能比混合液任一组分闪点值都低;因此选用混合溶剂时,不能盲目,需要严格关注其混合后易燃特性参数的变化。     

限量曝气进水时间对硝化颗粒污泥的影响特性研究

缺氧-好氧环境的交替循环对氨氧化细菌和亚硝酸盐氧化细菌具有重要影响.本研究通过逐渐增加限量曝气进水时间(从10 min至120 min)延长缺氧时段,考察柱形SBR中硝化颗粒污泥对不同缺氧-好氧环境交替循环的响应特性.整个研究过程中,硝化颗粒污泥保持着稳定的颗粒特征,粒径大于0.8 mm的颗粒污泥占总污泥量的质量分数始终在95%以上,颗粒平均沉降速率维持在125～130 m·h-1之间.尽管缺氧时段不断延长,但NH+4-N去除率和NO-2-N累积率分别稳定在(60±5)%、(85±5)%;此外,在每个周期的曝气反应时段,NH+4-N的去除速率以及NO-2-N和NO-3-N的累积速率分别保持在90mg·(L·h)-1、70 mg·(L·h)-1和15 mg·(L·h)-1左右.以上结果表明,限量进水时间的延长及其所造成的不同时间跨度的缺氧环境对硝化颗粒污泥没有较为显著的影响.     

三峡库区兰陵溪小流域土地利用及景观格局对氮磷输出的影响

以三峡库区兰陵溪小流域为研究对象,分析了流域水体氮、磷等输出时空特征及土地利用景观格局对其产生的影响.结果表明,流域总氮(TN)、总磷(TP)、硝态氮(NO-3-N)主要来源于园地,6~9月汛期的氮磷输出显著大于1~5月的非汛期;非汛期铵态氮(NH+4-N)主要来源于住宅用地,汛期NH+4-N则来源于园地,以林地为主的集水区氮磷输出在两个时期均较低.林地面积比与非汛期NO-3-N、TP及汛期的TN、TP显著负相关;住宅用地面积比与非汛期的NO-3-N、TN及汛期的NO-3-N、TN、TP显著正相关;园地面积比与汛期的NH+4-N、TN显著正相关.PD与非汛期的氮素及汛期的NO-3-N、NH+4-N显著正相关;CONT与汛期的氮素及非汛期的TP呈负相关;耕地、未利用地比例以及景观格局指数ED与氮磷输出的相关性较弱,而SHMN和水域比例尚未表现出显著相关性.此外,两个研究时期NH+4-N与土地利用及景观格局变量的回归关系要优于NO-3-N、TN和TP,R2分别为0.885和0.969,而汛期的回归关系也比非汛期显著.典型相关分析进一步显示,不同土地利用斑块类型导致的景观破碎化能较好解释氮磷输出的影响,两典范轴累积解释氮磷输出变量的90%,景观变量PD贡献最大,对流域水质评价与预测具有重要意义.     

贵州施秉白云岩喀斯特区水化学和溶解无机碳稳定同位素特征

对贵州施秉白云岩喀斯特世界自然遗产地49个水点进行采样,分析地表水和地下水水化学特征及控制因素,并探讨溶解无机碳(DIC)稳定同位素的分布特征和来源.结果发现,研究区地表水和地下水p H值呈中性到碱性,溶解质较低,水中阳离子以Ca2+、Mg2+为主,阴离子以HCO-3为主,水化学类型为重碳酸-钙镁型(HCO3-Ca·Mg).北部上游页岩分布区外源水水中Cl-、NO-3、SO2-4的比重相对白云岩区喀斯特水水点的高,Si的含量也明显高于白云岩地区喀斯特水;外源水的SIc和SId值为负,而流经白云岩区后均大于0.水化学数据表明研究区水化学受降水和人为活动影响很小,Gibbs图显示水中离子组成主要受岩性的控制.研究区喀斯特地表水中δ13CDIC值变化范围为-8.27‰~-11.55‰,平均为-9.45‰,地下水的δ13CDIC值范围为-10.57‰~-15.59‰,平均为-12.04‰,地表水δ13CDIC值比地下水偏重.DIC的δ13CDIC值在杉木河支流上整体表现为河流上游相对于下游偏轻,而杉木河干流上河水DIC的δ13CDIC值的变化则比较复杂.根据同位素质量平衡,利用DIC的δ13CDIC实测值,计算了喀斯特区地下水DIC来自土壤CO2和白云岩矿物溶解的比例,计算结果为51.2%来自于土壤CO2,矿物本身的贡献约为48.8%.     

Modelling photochemical oxidant formation, transport, deposition and exposure of terrestrial ecosystems

The chemical processes responsible for production of photochemical oxidants within the troposphere have been the subject of laboratory and field study throughout the last three decades. During the same period, models to simulate the atmospheric chemistry, transport and deposition of ozone (O(3)) from individual urban sources and from regions have been developed. The models differ greatly in the complexity of chemical schemes, in the underlying meteorology and in spatial and temporal resolution. Input information from land use, spatial and temporally disaggregated emission inventories and meteorology have all improved considerably in recent years and are not fully implemented in current models. The development of control strategies in both North America and Europe to close the gaps between current exceedances of environmental limits, guide values, critical levels or loads and full compliance with these limits provides the focus for policy makers and the support agencies for the research. The models represent the only method of testing a range of control options in advance of implementation. This paper describes currently applied models of photochemical oxidant production and transport at global and regional scales and their ability to simulate individual episodes as well as photochemical oxidant climatology. The success of current models in quantifying the exposure of terrestrial surfaces and the population to potentially damaging O(3) concentrations (and dose) is examined. The analysis shows the degree to which the underlying processes and their application within the models limit the quality of the model products.     

Risk factors in urban road traffic accidents

INTRODUCTION: The urban road traffic accident (RTA) risks for the city of Zagreb, Croatia, from 1999 through 2000 were analyzed with the aim of reducing the increasing injury incidence. METHOD: Simple and bivariate analysis using chi(2), odds ratio, and confidence interval of 95% was used to determine risks in three outcome groups: killed, severely, and mildly injured. RESULTS: There were 528 RTA victims consisting of 260 severely, 213 mildly injured, and 55 killed at the scene of an accident and during transportation. More fatal accidents occurred during night hours (OR=3.78; 95% CI, 2.08-6.85), on urban road links (OR=2.33; 95% CI, 1.30-4.19), and at exceeding speed limit (OR=2.56; 95% CI, 1.43-4.61). More people were injured than killed on urban junctions (OR=5.27; 95% CI, 2.21-12.57). The highest combined risk of dying or being severely injured was found in males, driving at excessive speed, on urban links, and during bad visibility (OR=16.15; 95% CI, 3.901-66.881). CONCLUSION: These results will influence the urban traffic police enforcement measures, which will change inappropriate behavior of drivers and protect the least experienced road users.