淮阴市大气污染物垂直分布规律探讨

通过对淮阴市城区内大气污染源调查及不同高度主要大气污染指标的监测研究,分析了淮阴市城区大气污染物时空分布的基本趋势。结果表明,市区大气污染与污染源分布及源强呈一定相关性,近地面的大气环境质量劣于高空的大气环境质量,污染物的垂直分布受大气稳定度影响。     

太湖水质氮素质量浓度时空差异特征及影响因素分析

通过对2014—2016年湖体水质中氮素质量浓度分析,结合出入湖总氮浓度、水量、湖体水生生态等影响因素,发现太湖水体中总氮浓度呈现逐年下降的趋势,各监测点位总氮为0.530 mg/L～5.51 mg/L,时空分布不均,差异明显。时间上,总氮浓度表现为春季最高,夏季和秋季最低,且月均值变化曲线呈现出规律的正弦函数波形。空间上,总氮浓度大致表现出由西部湖区向东部湖区递减的趋势,呈现西部湖区﹥北部湖区﹥南部湖区﹥湖心区﹥东部湖区。要改善湖体水质,不仅要切断污染源,而且要加强水生生态功能修复。     

锌—镉多相还原法测定硝酸盐氮

水中硝酸盐氮的测定,常用比色法和物理化学法.比色法中,酚二磺酸法精密准确,但试剂制备和实验操作麻烦,且受氯离子(>10mg/L)和亚硝酸盐氮(>0.2mg/L)的严重干扰,对这两种离子含量较高的水样去除干扰步骤繁;物理化学法中的紫外分光光度法,简单快速,但灵敏度低;离子选择电极法受氯离子和碳酸氢根(HCO_3~-/NO_3~->5)干扰;锌—镉还原柱法,灵敏度高,但还原速度慢,且因流速不同使得试样和还原剂接触     

土壤全氮的快速测定

本方法是过硫酸盐氧化消化样品的基础上测定土壤中全氮的光度法.采用碱性过硫酸钾溶液(0.37mol/L K_2S_2O_3,0.375N NaOH)消化土壤样品,然后用百里酚光度法进行测定,具有准确、灵敏、快速、简便等优点,适用于常规和大量样品的分析.     

白泥湖污水处理厂的设计特点

本文主要介绍广东省环境保护工程研究设计室与丹麦克鲁格公司合作设计的白泥湖污水处理厂的特点，重点在引进项目的消化、吸收。     

硝化反应及其控制因素

对硝化菌和亚硝化菌的特性进行了分析，并就碳源不足的废水实行短程硝化—反硝化脱氮的途径进行探讨。     

NBIAS中污泥龄对脱氮除磷效果的影响

探讨无回流间歇曝气系统 (简称 NBIAS) ,处理城市污水的污泥龄 ( SRT)对脱氮除磷及有机物去除效果的影响。通过原污水流程试验和人工合成污水静态模拟实验 ,试验结果表明 :在水温为 2 0℃～ 30℃ ,污泥负荷为 0 .2 5～0 .45kg CODcr/ kg MLSS· d,SRT为 1 8～ 2 2 d,HRT为 8～ 1 0 h时 ,利用原污水作为碳源 ,NBIAS在保持较高的 CODcr去除率的同时 ,总氮和总磷的去除率均在 80 %以上。     

Removal of high concentrated ammonia nitrogen from landfill leachate by landfilled waste layer

The landfill of municipal solid waste(MSW) could be regarded as denitrification reactor and involved in ammonia nitrogen biological removal process. In this research, the process was applied to municipal solid waste collected in Shanghai, China, which was characterized by high food waste content. The NH4^ removal efficiency in the system of SBR nitrifying reactor followed by fresh and matured landfilled waste layer in series was studied. In the nitrifying reactor, above 90% of NH4^ in leachate was oxidized to NO2^- and NO3^- . Then high concentrated NO2^- and NO3^- were removed in the way of denitrification process in fresh landfilled waste layer. At the same time, degradation of fresh landfilled waste was accelerated. Up to the day 120, 136.5 gC/(kg dry waste) and 17.9 gN/(kg dry waste) were converted from waste layer. It accounted for 50.15 % and 86.89 % of the total carbon and nitrogen content of preliminary fresh waste, which was 4.42 times and 5.17 times higher than that of reference column respectively. After filtering through matured landfilled waste, BOD5 concentration in leachate dropped to below 100 mg/L, which would not affect following nitrification adversely. Because the matured landfilled waste acted as a well methanogenic reactor, 23% of carbon produced accumulatively from fresh landfilled waste degradation was converted into CH4.