聚合氯化铝与有机高分子复合絮凝剂的形态分布研究——AlFerron和~(27)AlNMR相结合

主要研究了Ａｌ－Ｆｅｒｒｏｎ逐时络合比色法和＾２７Ａｌ－ＮＭＲ法应用于聚合铝与有机高分子复合絮凝剂形态分布的测定，结果表明，两种方法分别测定的Ａｌｂ和Ａｌ１３的结果具有一定的相关性；聚合铝与有机高分子复合后其形态分布发生了一定的变化，Ａｌｂ（或Ａｌ１３）的含量有所降低，但仍是优势形态，Ａｌａ（或Ａｌ单）的含量基本保持不变。     

Test for the effects of three surfactants on the penetration ability of the calcium chloride and water glass solutions in dust

１ＩｎｔｒｏｄｕｃｔｉｏｎＣａｌｃｉｕｍｃｈｌｏｒｉｄｅｉｓｏｆｔｅｎｕｓｅｄｉｎｔｈｅｆｉｅｌｄｏｆｓｏｉｌｓｔａｂｉｌｉｚａｔｉｏｎａｎｄｒａｉｓｉｎｇｄｕｓｔｃｏｎｔｒｏｌｂｅｃａｕｓｅｉｔｃａｎｒｅａｃｔｗｉｔｈｗａｔｅｒｇｌａｓ（Ｗｕ，１９...     

硝酸银滴定法与硫氰酸汞分光光度法测定水中氯化物（Cl^-）的方法比对

用硝酸银滴定法、硫氰酸汞分光光度法分别测定高浓度的考核已知样及低浓度的考核未知样，均合格。说明两种方法都能满足水和废水中氯化物（Cl^-）测定的需要。     

煤矸石制取聚羟基氯化铝的研究

介绍了用煤矸石制取聚羟基氯化铝的方法,研究了酸浸、调整盐基度等过程的最佳工艺过程。     

微涡旋絮凝-逆流气浮-纳滤集成工艺去除水中腐殖酸的研究之二——以聚合氯化铁(PFC)为絮凝剂

试验研究了微涡旋絮凝-逆流气浮-纳滤集成工艺去除水中腐殖酸的工艺特征和效果.试验结果表明,微涡旋絮凝-逆流气浮工艺去除水中腐殖酸时,在聚合氯化铁(PFC)的最佳投药点0.62 mmol·L-1(Fe3 )下,出水水质符合纳滤膜系统预处理单元的要求,而且该工艺需要PFC絮凝剂的量较低.该预处理系统与纳滤系统组合的集成工艺可以使水中的腐殖酸有机物浓度大大降低,且含TQ56-36FC型纳滤膜的流程1比含M-N1812A型纳滤膜的流程2效果好.前者出水的TOC值可达0.48 mg·L-1,CODMn值为0.64～0.69mg·L-1,UV254值为0,且有95%以上的脱盐率.后者出水的TOC值为0.61～1.00mg·L-1,CODMn值为0.72～0.97mg·L-1,UV254值为0～0.0109,脱盐率很低.另外,尽管保安过滤/活性炭预处理有利于纳滤膜出水水质的提高,但活性炭柱的存在也降低了纳滤膜对有机物的去除率.动态实验结果表明,该集成工艺在本试验中运行周期为72h.水中颗粒物粒度分布表明,原水、絮凝后和气浮出水中颗粒物粒度分布的中位直径(d50)分别为2～5 μm、21 μm和16μm;经过保安过滤器或保安过滤器/活性炭柱,水样中的颗粒物的d50为0到几个μm;经过纳滤膜后,出水基本无颗粒物.初步研究表明,微涡旋絮凝过程中投药量对絮体的分形维数有着显著影响.     

厌氧条件下活性黑(KBR)染料脱色的批量投料研究

在厌氧条件下，进行了微生物降解染料活性黑（ＫＢＲ）的试验研究。试验中研究了氯离子浓度、染料浓度、生物量、特别是投加易降解物对染料降解的影响，并且对厌氧降解该染料的过程进行了分析，着重探讨了易降解物葡萄糖投加量对该染料脱色降解的作用     

氧化法处理对氯氰苄废水

针对对氯氰苄生产废水中氰化物浓度较高,提出了次氯酸钠氧化法治理工艺.实践表明,经该工艺处理,废水中COD、氰化物等污染物指标能达到GB8978-1996<污水综合排放标准>一级排放标准要求,除氰效果明显,具有显著的环境和经济效益.     

沉淀—树脂吸附法处理对氨基偶氮苯盐酸盐生产废水的研究

对氨基偶氮苯盐酸盐（ＰＡＢＳ）是生产染料的重要中间体。在ＰＡＢＳ生产过程中，排放出高浓度（ＣＯＤ４万～８万ｍｇ／Ｌ）、高色度（４万～８万）、高毒性（含苯胺和对氨基偶氮苯）和高氯（Ｃｌ－４万～１０万ｍｇ／Ｌ）的废水。利用中和沉淀—大孔吸附树脂吸附法进行了处理工艺的小试研究。结果表明，废水色度去除率达到９９９％，降到２０以下；出水中基本不含对氨基偶氮苯（ＰＡＢ）；出水中苯胺的浓度降到３ｍｇ／Ｌ。ＧＣ／ＭＳ分析的结果表明，乙醇脱附液中苯胺是最主要的有机物，所以利用该工艺能实现苯胺的回收。     

大型构件防腐喷砂(涂)车间通风除尘设计

考虑到大型构件喷砂（涂）车间铝粉尘污染的特点以及构件进出空间的限制，比较了各种类型的除尘器，选择了最合理的通风除尘方案，进行了通风除尘系统的设计。该设计方案实施后，除尘效果显著。     

GROUND WATER NITRATE REDUCTION IN GIANT CANE AND FOREST RIPARIAN BUFFER ZONES1

ABSTRACT: Ground water contamination by excess nitrate leaching in row‐crop fields is an important issue in intensive agricultural areas of the United States and abroad. Giant cane and forest riparian buffer zones were monitored to determine each cover type's ability to reduce ground water nitrate concentrations. Ground water was sampled at varying distances from the field edge to determine an effective width for maximum nitrate attenuation. Ground water samples were analyzed for nitrate concentrations as well as chloride concentrations, which were used as a conservative ion to assess dilution or concentration effects within the riparian zone. Significant nitrate reductions occurred in both the cane and the forest riparian buffer zones within the first 3.3 m, a relatively narrow width. In this first 3.3 m, the cane and forest buffer reduced ground water nitrate levels by 90 percent and 61 percent, respectively. Approximately 40 percent of the observed 99 percent nitrate reduction over the 10 m cane buffer could be attributed to dilution by upwelling ground water. Neither ground water dilution nor concentration was observed in the forest buffer. The ground water nitrate attenuation capabilities of the cane and forest riparian zones were not statistically different. During the spring, both plant assimilation and denitrification were probably important nitrate loss mechanisms, while in the summer nitrate was more likely lost via denitrification since the water table dropped below the rooting zone.