草浆中段废水不同生物处理工艺的比较研究

以水解酸化作为前期处理，再分别结合活性污泥法、SBR、接触氧化法处理草浆中段废水。发现在水解酸化运行阶段溶解氧（DO）水平对CODCr的去除有重大影响：DO在0-0.5mg/L时，去除率仅为44%；DO在0.5-1mg/L时，CODCr的去除率达到68％。水解酸化后，分别用活性污泥法、SBR、接触氧化法继续处理，CODCr的去除率分别为54％、55％、66％。结合三套工艺的运行条件和成本，以及处理效果，认为草浆中段废水处理的最佳工艺应为：水解酸化－SBR工艺。     

微波诱导氧化法处理染料废水工艺技术研究

文章以雅格素蓝BF-BR染料为处理对象,研究在负载亚铁改性活性炭存在条件下利用微波诱导氧化工艺(MIOP)处理染料雅格素蓝BF-BR模拟废水的可行性,考查并优化了处理工艺条件,研究探讨了MIOP反应机理及雅格素蓝BF-BR的脱色反应动力学.     

BAF+过滤在炼油污水回用中的应用

采用BAF＋过滤处理炼油污水，CODcr石油类、氨氮、SS去除率可以达到51．8％、62．8％、75％、100％，在BAF进水指标符合GB8978—1996污水综合排放标准一级标准，处理后出水指标可以达到CODcr≯55mg／L，Oil≯2m/L，NH3-N≯5mg／L,SS≯1mg／L，达到中石化循环水补充水标准。     

生物接触氧化法处理糕点行业废水试验性研究

采用生物接触氧化法处理糕点行业废水,考察了生物接触氧化池的启动过程和提高负荷运行过程中的处理效果及其DO、进水COD浓度和温度对运行效果的影响。结果表明,生物接触氧化池启动快;稳定运行时,有效容积负荷可达到1.3KgCOD/(L.d),COD、BOD5、SS去除率可分别达到95%、98%、83%,出水达到GB8978-1996中的一级排放标准;DO为2.5mg/L时运行效果最佳;进水COD浓度对运行效果影响较大;温度下降对生物接触氧化池的运行效果影响较小。     

城市生活垃圾填埋场渗滤液处理工程实例

针对城市生活垃圾填埋场渗滤液的特点,提出了UASB CASS的处理工艺,结果表明,经该处理工艺,垃圾填埋场渗滤液中的氨氮、CODcr、BOD5等指标均能达到<生活垃圾填埋污染控制标准>(GB16889-1997)中"生活垃圾渗滤液排放限值"的二级标准.     

Treatment of a dyeing wastewater from a woolen mill using an A/O membrane bio-reactor

An anaerobic/oxic membrane bioreactor (A/O MBR) was used for treatment of dyeing wastewater from a woolen mill.COD and color of the wastewater were 54-473 mg/L and 40-400 dilution time (DT) respectively. The ratio of BOD5/COD was less than 0.13. By the A/O MBR process, the average removal of COD, BOD5, color and turbidity was 82％, 96％, 71％ and 99％, respectively. The average COD, BOD5, color and turbidity of effluent was 37 nag/L, 0.8 mg/L, 40 DT and 0.44 NUT respectively. The effluent COD met the local standard of reuse water in Beijing, China. The average COD volume load of the anaerobic biological tank was 0. 0483 kgCOD/(m3·d) and that of the aeration tank of the MBR was 0. 3589 kgCOD/(m3·d). The sludge load of the MBR was 0.19 kgCOD/(kg· MLSS· d) on average and the maximum of that was 0.4 kgCOD/( kg· MLSS· d).The flux of the A/O membrane bioreactor could be remained at larger than 50 L/(h· m2· 0.1MPa). The results indicated that A/O membrane bioreactor has technical feasibility for treatment of woolen mill wastewater.     

一个水质风险率计算的随机模型

将水质当作随机变量，基于随机点过程理论，构造了水质超阈值风险分析的成丛随机点过程复合（ＣＳＰＰＣ）模型，并应用于深圳市深圳河河口段水体ＤＯ、ＣＯＤ浓度超阈值的风险率估算，由实际资料对河段水体ＤＯ、ＣＯＤ浓度超阈值点过程的分布进行了拟合优度试验，获得满意计算结果。     

城市垃圾好氧堆肥处理的几个关键问题

介绍了城市垃圾好氧堆肥过程的几个关键问题，分析了堆肥过程中的微生物特性，提出以耗氧速率、C／N作为堆肥腐熟度综合判定指标。并简单介绍了国外应用较多的温度、氧浓度自动控制系统。     

环境保护最佳实用技术评价筛选方法的应用

应用层次分析法（ＡＨＰ法）提出了环境保护最佳实用技术的综合评价系统。并对南京地区的电镀废水治理技术进行了评价，评价结论与实际情况较吻合。     

Evaluation of Electrokinetic Remediation of Arsenic-contaminated Soils

The potential of electrokinetic (EK) remediation technology has been successfully demonstrated for the remediation of heavy metal-contaminated fine-grained soils through laboratory scale and field application studies. Arsenic contamination in soil is a serious problem affecting both site use and groundwater quality. The EK technology was evaluated for the removal of arsenic from two soil samples; a kaolinite soil artificially contaminated with arsenic and an arsenic-bearing tailing-soil taken from the Myungbong (MB) gold mine area. The effectiveness of enhancing agents was investigated using three different types of cathodic electrolytes; deionized water (DIW), potassium phosphate (KH₂PO₄) and sodium hydroxide (NaOH). The results of the experiments on the kaolinite show that the potassium phosphate was the most effective in extracting arsenic, probably due to anion exchange of arsenic species by phosphate. On the other hand, the sodium hydroxide seemed to be the most efficient in removing arsenic from the tailing-soil. This result may be explained by the fact that the sodium hydroxide increased the soil pH and accelerated ionic migration of arsenic species through the desorption of arsenic species as well as the dissolution of arsenic-bearing minerals.