悬浮物测定中滤纸预处理方法的改进

通过服物测定中滤纸预处理方法，减少了悬浮物测定中的误差，提高了测定结果的精确度。     

锅炉水膜除尘器改造及赛姆洛图表的应用研究

针对文丘里水膜除尘器运行中存在的问题 ,采用文丘里 +旋流板 +喷淋 +折流板除雾器的方案改造原有的除尘器 ,在系统阻力理论分析的基础上 ,采用赛姆洛图表对其理论除尘效率进行估算 ,与工程改造后实际应用相一致。     

中低温厌氧处理城市污水污泥颗粒化的研究

用高径比为3∶1的UASB反应器分别在35℃和室温条件下处理模拟城市污水,研究了污泥的颗粒化过程。比较了在不同温度、浓度下形成的颗粒污泥的特征。水温为9~25℃,进水浓度为100~200 mg COD/L,水力上流速度(Vup)在0.013~0.11 m/h的4#UASB反应器在60 d内在形成了成熟的颗粒污泥。研究表明,进水中低的有机物浓度,低的Ca2+、Mg2+浓度和低的Vup没有抑制颗粒化进程。     

高温厌氧消化处理城市有机垃圾的正交试验研究

针对城市垃圾高温厌氧消化处理中反应复杂、影响因素多的特点,采用正交试验,利用自行设计的厌氧发酵罐,以产气量为观察值,分析含固率(TS)、消化温度和碳氮比(C/N比)对厌氧消化过程的影响,并分析比较了高产气区与低产气区的挥发性脂肪酸(VFA)以及比产气速率的变化情况.在相同条件下,高温可以提高系统的最大比产气速率,并且还可以有效抑制VFA的积累,提高总产气量.结果表明,温度对厌氧消化过程影响最大,TS次之,C/N比影响最小.     

空肠弯曲菌的快速检测方法研究与应用

为提高空肠弯曲菌的检测效率和检出率，应用免疫磁珠技术自行制备弯曲菌免疫磁珠，用以直接捕获受检样品中的空肠弯曲菌，不需要增菌培养；设计了检测空肠弯曲菌鞭毛蛋白A（flaA）基因的引物与荧光标记探针，首次建立了空肠弯曲菌的磁捕获-荧光聚合酶链式反应快速检测及鉴定方法．应用于实物检测的结果表明，该方法具有灵敏度高、选择性好、简便等特点，可在24h内完成检测，提高了环境样品及食品中空肠弯曲菌的检出率．图4表1参9     

SBR单级好氧法在低pH值条件下对氮的去除

以模拟城市生活污水为研究对象,比较了SBR单级好氧法在不同pH值条件下(pH=8.0±0.2和pH=6.5±0.2)对氮转化途径的影响.结果表明.运行方式为瞬时进水→曝气(4h)→沉淀间歇(4h)→瞬时出水,2个反应器NH;-N进水浓度为25～40 mg·L-1条件下,NH 4-N转化率均在80%以上.pH为8.0±0.2的反应器内发生了传统的硝化作用,部分NH 4-N通过同时硝化反硝化作用去除;pH为6.5±0.2的反应器内反应过程中NO-2-N的生成速率近乎为零,NO-3-N的浓度在曝气结束时达到最高值,也仅为1.6 mg·L-1,反应过程中NO-2-N、NO-3-N的浓度没有明显积累;而反应器内废水中总氮(TIN)的去除量为25.75 mg·L-1,泥中氮的增长量约为22.2 mg·L-1.略低于废水中氮的去除量,表明废水中的氮大部分转化到了污泥中.这与传统的脱氮理论有所区别.研究推断.在低pH条件下NH 4-N的去除主要是通过微生物超量吸收氮源后通过排除富氮污泥来实现的.     

造纸污泥的流变特性实验研究

造纸污泥是制浆造纸产生的废弃物,含有一定量的热值,将造纸污泥通过管道远距离输送到流化床锅炉焚烧是目前解决造纸污泥的最佳途径。造纸污泥作为高浓度黏稠物料进行管道远距离输送存在很多困难,其流变特性研究是管道输送的重要理论基础。从上述角度出发,介绍了造纸污泥的物理特性和实验仪器,通过对质量分数为28.84%~37.30%的造纸污泥进行系统地测试,绘制了黏度曲线和流变曲线,确定了造纸污泥的流变类型,得出了造纸污泥的流变方程。通过对造纸污泥的流变特性研究,为造纸污泥管道输送设备优化设计以及泵的吸入特性研究提供基本参数。     

Performance of rotating drum biofilter for volatile organic compound removal at high organic loading rates

Uneven distribution of volatile organic compounds （VOCs） and biomass, and excess biomass accumulation in some biofilters hinder the application of biofiltration technology. An innovative multilayer rotating drum biofilter （RDB） was developed to correct these problems. The RDB was operated at an empty bed contact time （EBCT） of 30 s and a rotational rate of 1.0 r/min. Diethyl ether was chosen as the model VOC. Performance of the RDB was evaluated at organic loading rates of 32,1, 64.2, 128, and 256 g ether/（m^3·h） （16.06 g ether/（m^3·h） ≈ 1.0 kg chemical oxygen demand （COD）/（m^3·d））. The EBCT and organic loading rates were recorded on the basis of the medium volume. Results show that the ether removal efficiency decreased with an increased VOC loading rate. Ether removal efficiencies exceeding 99% were achieved without biomass control even at a high VOC loading rate of 128 g ether/（m^3·h）. However, when the VOC loading rate was increased to 256 g ether/（m^3·h）, the average removal efficiency dropped to 43%. Nutrient limitation possibly contributed to the drop in ether removal efficiency. High biomass accumulation rate was also observed in the medium at the two higher ether loading rates, and removal of the excess biomass in the media was necessary to maintain stable performance. This work showed that the RDB is effective in the removal of diethyl ether from waste gas streams even at high organic loading rates. The results might help establish criteria for designing and operating RDBs.     

Influences of nitrification inhibitor 3,4-dimethyl pyrazole phosphate on nitrogen and soil salt-ion leaching

An undisturbed heavy clay soil column experiment was conducted to examine the influence of the new nitrification inhibitor, 3,4- dimethylpyrazole phosphate （DMPP）, on nitrogen and soil salt-ion leaching. Regular urea was selected as the nitrogen source in the soil. The results showed that the cumulative leaching losses of soil nitrate-N under the treatment of urea with DMPP were from 57.5% to 63.3% lower than those of the treatment of urea without DMPP. The use of nitrification inhibitors as nitrate leaching retardants may be a proposal in regulations to prevent groundwater contaminant. However, there were no great difference between urea and urea with DMPP treatments on ammonium-N leaching. Moreover, the soil salt-ion leaching losses of Ca^2＋, Mg^2＋, K^＋, and Na^＋ were reduced from 26.6% to 28.8%, 21.3% to 27.8%, 33.3% to 35.5%, and 21.7% to 32.1%, respectively. So, the leaching losses of soil salt-ion were declined for nitrification inhibitor DMPP addition, being beneficial to shallow groundwater protection and growth of crop. These results indicated the possibility of ammonium or ammonium producing compounds using nitrification inhibitor DMPP to control the nitrate and nutrient cation leaching losses, minimizing the risk of nitrate pollution in shallow groundwater.     

水环境非突发性风险浅析

对水环境中事实上存在但尚未引起人们足够重视的一类风险，非突发性风险，作了简要的概述。主要讨论了关于非突发性风险的发生、特征、影响因素及研究目的，并为考虑非突发性风险的水质规划提供了一个新的科学依据。