化工企业排污废水活性炭净化方法研究与实现

化工企业废水处理最好的方法是活性炭处理方法,活性炭具有很强的净化能力。能够对废水中的其他物质进行净化,以达到去除废水中杂质的作用,分别采用粉末形状活性炭、颗粒形状活性炭、纤维活性炭对化工企业排污废水进行净化处理,通过对废水中的COD、氨氮浓度、废水浊度、pH值净化进行对比分析。纤维活性炭净化速率最快,净化所需时间最短,对化工企业排污废水中COD净化容量最高、浊度去除率最高,但对氨氮浓度和pH值没有明显的净化效果。

青岛海边排污口废水中总磷的测定

采用钼酸铵分光光度法测定青岛沿海排污口废水中总磷含量,并测定此方法的的最佳条件是120℃下消解30min,在700nm波长下测定吸光度,测定结果表明青岛海边排污口含磷量平均值为0.9698mg/L,在国家标准1.0mg/L范围内,但有超标的趋势。

甘肃省主要工业污染源废水排污口规范化现状调查

采用实地考察与发放调查表相结合的方法 ,对我省主要工业污染源的废水排污口的规范化状况 ,特别是排污口对总量控制监测的适应状况进行了调查 .基本摸清了各排污口的现状 ,并针对存在的主要问题 。

蒙脱石絮凝剂在河道排污水中的应用研究

使用酸改性无机矿物蒙脱石絮凝剂(MTSF)对进入主干河流的河道排污废水进行预处理,并且与传统絮凝剂聚合氯化铝(PAC)进行对比,研究了不同投加量下絮凝剂对排污水的絮凝除污效果和沉降性能的影响。结果表明,MTSF对排污废水中浊度、SS、TP、COD以及NH_(4)^(+)-N的去除率分别为75.4%、52.0%、97.5%、71.4%和10.1%,出水优于预处理排放标准;在C-PAM协同作用下,即使MTSF投加量减少一半,C-PAM的投加量只有4 mg/L,絮凝除污效果仍然很好,上清液的浊度、COD和SS、TP的质量浓度分别可达7.2 NTU、67.0 mg/L和7.3、0.48 mg/L;形成的絮体矾花更大、沉降速度更快、体积小,更加便于分离。无生物毒性的MTSF与C-PAM组合的絮凝效果,比传统絮凝剂PAC具有更快的沉降速度和极少的絮体体积,应用前景广阔。

Principal Component Analysis of Major Pollutants Discharge Amount in Major Cities

With the development of industry in China, the emission issues of indus- trial wastewater has got more and more attention. Excessive levels of pollutants in wastewater are urgent problem to be solved. Together with the emissions of do- mestic wastewater, the discharge amount of pollutants has exceeded standard in many cities, which not only pollutes the water resources, but also greatly threatens the environment, and does great harm to people＇s health. The principal component analysis was conducted based on the principal components extracted from the data of major pollutants emission conditions in the wastewater of major cities from the China Statistical Yearbook 2014.

CH_4 emissions and reduction potential in wastewater treatment in China

The treatment of domestic and industrial wastewater is one of the major sources of CH_4 in the Chinese waste sector. On the basis of statistical data and country-specific emission factors, using IPCC methodology, the characteristics of CH_4 emissions from wastewater treatment in China were analyzed. The driving factors of CH_4 emissions were studied, and the emission trend and reduction potential were predicted and analyzed according to the current situation. Results show that in 2010, CH_4 emissions from the treatment of domestic and industrial wastewater were0.6110 Mt and 1.6237 Mt, respectively. Eight major industries account for more than 92% of emissions, and CH_4 emissions gradually increased from 2005 to 2010. From the controlling management scenario, we predict that in 2020, CH_4 emissions from the treatment of domestic and industrial wastewater will be 1.0136 Mt and 2.3393 Mt, respectively, and the reduction potential will be 0.0763 Mt and 0.2599 Mt, respectively.From 2010 to 2020, CH_4 emissions from the treatment of domestic and industrial wastewater will increase by 66% and 44%, respectively.

De-eutrophication of effluent wastewater from fish aquaculture by using marine green alga Ulva pertusa

The de-eutrophication abilities and characteristics of Ulva pertusa, a marine green alga, were investigated in Qingdao Yihai Hatchery Center from spring to summer in 2005 by analyzing the dynamic changes in NH4-, NO3-, NO2- as well as the total dissolved inorganic nitrogen （DIN）. The results show that the effluent wastewater produced by fish aquaculture had typical eutrophication levels with an average of 34.3 ~mol L-1 DIN. This level far exceeded the level IV quality of the national seawater standard and could easily lead to phytoplankton blooms in nature if discarded with no treatment. The de-eutrophication abilities of U. pertusa varied greatly and depended mainly on the original eutrophic level the U. pertusa material was derived from. U. pertusa used to living in low DIN conditions had poor DIN removal abilities, while materials cultured in DIN-enriched seawater showed strong de-eutrophication abilities. In other words, the de-eutrophication ability of U. pertusa was evidently induced by high DIN levels. The de-eutrophication capacity of U. pertusa seemed to also be light dependent, because it was weaker in darkness than under illumination. However, no further improvement in the de-eutrophication capacity of U. pertusa was observed once the light intensity exceeded 300 pmolM2 S1. Results of semi-continuous wastewater replacement experiments showed that U. pertusa permanently absorbed nutrients from eutrophicated wastewater at a mean rate of 299 mg/kg fresh weight per day （126 mg/kg DIN during the night, 173 mg/kg in daytime）. Based on the above results, engineered de-eutrophication of wastewater by using a U. pertusa filter system seems feasible. The algal quantity required to purify all the eutrophicated outflow wastewater from the Qingdao Yihai Hatchery Center into oligotrophic level I dean seawater was also estimated using the daily discharged wastewater, the average DIN concentration released and the de-eutrophication capacity of U. pertusa.

Factor Analysis on Quantity of Discharged Pollutants in Wastewater in Major Cities

The research performed statistical analysis on 186 data concerning the amount of discharged industrial wastewater, the amount of oxygen demand of industrial wastewater, the amount of ammonia and nitrogen discharged from industries, the amount of urban discharged domestic sewage, the amount of daily life chemical oxygen demand, and the amount of domestic ammonia and nitrogen to explore source of pollutants from wastewater and guarantee urban water quality.Factor analysis was then performed with SPSS according to discharge quantity of pollutants. The results should that the major pollutants are from domestic sewage it is expected scientific suggestions be proposed on water quality in our country.

Sources and Levels of Metals in the Upper Litani Basin Soils： Lebanon

There are a number of factors that contribute to heavy metal contamination in agricultural soils including deficient management of solid waste, waste water discharge, irrigation with contaminated water, and use of fertilizers and pesticides. The aim of this study is to estimate the sources and the levels of metals in soils of the ULB （Upper Litani Basin） that receive all mentioned factors. Soil samples were collected during the dry season from 24 sites along the Litani River flow, and 12 sites irrigated by Canal 900 withdrawn from the Qaraoun Dam along river. Metals in soils were analyzed using EDXRF （energy dispersive X-ray fluorescence） technique. Data revealed the following average levels of some heavy metals in soils with high percentage of samples exceeding the international guidelines： Mn （593 mg/kg）--67%, Ni （98 mg/kg）--96%, Cr （143 mg/kg）--92%, Hg （3.6 mg/kg）--38%, Cd （2.8 mg/kg）---25% and As （17.6 mg/kg）-84%. In canal soils： Mn （683 mg/kg）-86%, Ni （156 mg/kg）-100%, Cr （203 mg/kg） -100%, Hg （2.3 mg/kg）-25%, Cd （3.3 mg/kg）-25% and As （19.5 mg/kg）-92%. The prime source of toxic metals was due to the agricultural runoffs, beside sewage and domestic waste water discharge. Thus, the prominent findings of high levels of toxic metals （Cr, Cd, Hg and As） in soils and consequent probability in plants might induce a major health threat to consumers,