排序方式: 共有26条查询结果,搜索用时 15 毫秒
11.
固定化微生物法处理氨氮废水 总被引:15,自引:0,他引:15
通过固定消化菌处理氨氮废水和研究,着重从凝胶颗粒的机械强度、缩水性能、化学稳定性微生物活性等4个方面来选择包埋剂。结果表明海藻酸钠、卡拉胶、聚惭烯醇和丙烯酰胺是较理想的微生物载体。在选用丙烯酰胺凝胶颗粒固定硝化菌的氨氮废水处理工艺中,用正交试验与实验方法列出了影响氨氮去除率诸因素主次顺序,依次为PH值,颗普重量、丙烯酰胺量、菌体量。交得出丙烯酰胺含量12.5%,包埋菌体含量5%、颗粒重量4gPH值 相似文献
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Minhui XU Xiaogang GU Shuguang LU Zhouwei MIAO Xueke ZANG Xiaoliang WU Zhaofu QIU Qian SUI 《Frontiers of Environmental Science & Engineering》2016,10(3):438-446
The thermally activated persulfate (PS) degradation of carbon tetrachloride (CT) in the presence of formic acid (FA) was investigated. The results indicated that CT degradation followed a zero order kinetic model, and CO 2 – · was responsible for the degradation of CT confirmed by radical scavenger tests. CT degradation rate increased with increasing PS or FA dosage, and the initial CT had no effect on CT degradation rate. However, the initial solution pH had effect on the degradation of CT, and the best CT degradation occurred at initial pH 6. Cl– had a negative effect on CT degradation, and high concentration of Cl– displayed much strong inhibition. Ten mmol·L–1HCO 3 – promoted CT degradation, while 100 mmol·L–1NO 3 – inhibited the degradation of CT, but SO 4 2– promoted CT degradation in the presence of FA. The measured Cl–concentration released into solution along with CT degradation was 75.8% of the total theoretical dechlorination yield, but no chlorinated intermediates were detected. The split of C-Cl was proposed as the possible reaction pathways in CT degradation. In conclusion, this study strongly demonstrated that the thermally activated PS system in the presence of FA is a promising technique in in situ chemical oxidation (ISCO) remediation for CT contaminated site. 相似文献
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Xiang ZHANG Xiaogang GU Shuguang LU Zhouwei MIAO Minhui XU Xiaori FU Muhammad DANISH Mark L. BRUSSEAU Zhaofu QIU Qian SUI 《Frontiers of Environmental Science & Engineering》2016,10(3):502-512
Trichloroethene (TCE) degradation by Fe(III)-activated calcium peroxide (CP) in the presence of citric acid (CA) in aqueous solution was investigated. The results demonstrated that the presence of CA enhanced TCE degradation significantly by increasing the concentration of soluble Fe(III) and promoting H2O2 generation. The generation of HO? and O2-? in both the CP/Fe(III) and CP/Fe(III)/CA systems was confirmed with chemical probes. The results of radical scavenging tests showed that TCE degradation was due predominantly to direct oxidation by HO?, while O2-? strengthened the generation of HO? by promoting Fe(III) transformation in the CP/Fe(III)/CA system. Acidic pH conditions were favorable for TCE degradation, and the TCE degradation rate decreased with increasing pH. The presence of Cl-, HCO3-, and humic acid (HA) inhibited TCE degradation to different extents for the CP/Fe(III)/CA system. Analysis of Cl- production suggested that TCE degradation in the CP/Fe(III)/CA system occurred through a dechlorination process. In summary, this study provided detailed information for the application of CA-enhanced Fe(III)-activated calcium peroxide for treating TCE contaminated groundwater. 相似文献
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人工湿地污水处理系统中的植物氮磷吸收富集能力研究 总被引:18,自引:0,他引:18
比较研究了人工湿地污水处理系统中7种植物对氮、磷的吸收能力.研究表明,所选7种湿地植物,稳定生长4个月后,平均总生物量在1 215~3 500 g/m2,植物氮、磷平均质量浓度分别为13.76~23.11、1.44~3.80 mg/g.香蒲具有最高氮积累量达48.18 g/m2,梭鱼草具有最高磷积累量为7.23 g/m2,姜草对氮、磷的积累量最低分别为21.40、1.68 g/m2.植物地上部氮、磷积累量与地下部的氮、磷积累量差异较大,除姜草外,植物地上部、地下部的氮、磷积累量比均大于3,黄花美人蕉地上部、地下部的氮、磷积累量比分别达11.75、12.10.通过植物收割去除氮、磷量约占湿地总去除量的2%~6%. 相似文献
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对菌株YB3进行了16S rRNA基因序列进化分析,并分别以NH_4Cl、NaNO_2、NaNO_3、尿素和蛋白胨为单一氮源,配制了5种低氮源浓度培养基,研究YB3在与养殖水体相近营养水平条件下的生长与氨氮去除特性.结果显示,菌株YB3属于蜡样芽孢杆菌(Bacullis cereus),在5种培养基中均能够生长,菌悬液(吸光度OD600为1.0)接种量为1.0%(v/v)时,OD600由0.010增长到0.100~0.117.在NH_4Cl培养基中,YB3的氨氮去除速率为1.23 mg·L~(-1)·d~(-1),去除率为93.5%.在尿素、蛋白胨等有机氮源培养基中,YB3将首先导致氨氮的积累,累积倍数分别为51.69和3.38,之后开始去除,去除速率为1.56和0.29 mg·L~(-1)·d~(-1),去除率为93.7%和26.8%.结果也表明,提高YB3接种量至8.0%(v/v),可以使蛋白胨培养基氨氮累积倍数下降至2.02,去除速率提高至1.07 mg·L~(-1)·d~(-1),去除率最终达到98.4%.NaNO_2和NaNO_3培养基中均未检测到氨氮,而NH_4Cl、尿素和蛋白胨培养基中也未检测到NO_2~--N和NO_3~--N,表明YB3的硝化、亚硝化和反硝化作用均不强烈,去除氨氮的同时将不会造成NO_2~--N和NO_3~--N等的大量积累.本文为菌株YB3在养殖水体调控与净化中的应用研究提供了实验基础和理论支持. 相似文献
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利用锅炉行业以及石油化工行业除垢的经验,结合稀土行业的实际情况,提出了稀土湿法冶金行业蒸发器结垢的技术处理,选用EDTA-2Na(乙二胺四乙酸二钠)除垢剂。实验表明,使用EDTA-2Na盐除垢的最优反应条件为质量浓度不小于50 g/L、反应温度控制在70℃、反应时间控制在4 h、pH值控制在13~14(碱度在0.1~0.5 mol/L)之间,反应量控制在1 L除垢液处理10 g结垢物;若使用盐酸配合EDTA-2Na盐除垢,建议先使用盐酸(浓度为5 mol/L)再使用EDTA-2Na溶液;清洗废液再生的最优条件应为pH值调至3.5,再补加一定量(20%)的EDTA-2Na除垢剂,可以达到清洗液的要求并实现循环利用,效果显著。 相似文献
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Zhiqiang You Yun Zhu Carey Jang Shuxiao Wang Jian Gao Che-Jen Lin Minhui Li Zhenghua Zhu Hao Wei Wenwei Yang 《环境科学学报(英文版)》2017,29(1):294-304
To develop a sound ozone (O3) pollution control strategy, it is important to well understand and characterize the source contribution due to the complex chemical and physical formation processes of O3. Using the “Shunde” city as a pilot summer case study, we apply an innovative response surface modeling (RSM) methodology based on the Community Multi-Scale Air Quality (CMAQ) modeling simulations to identify the O3 regime and provide dynamic analysis of the precursor contributions to effectively assess the O3 impacts of volatile organic compound (VOC) control strategy. Our results show that Shunde is a typical VOC-limited urban O3 polluted city. The “Jiangmen” city, as the main upper wind area during July 2014, its VOCs and nitrogen oxides (NOx) emissions make up the largest contribution (9.06%). On the contrary, the contribution from local (Shunde) emission is lowest (6.35%) among the seven neighbor regions. The local VOCs industrial source emission has the largest contribution comparing to other precursor emission sectors in Shunde. The results of dynamic source contribution analysis further show that the local NOx control could slightly increase the ground O3 under low (10.00%) and medium (40.00%) reduction ratios, while it could start to turn positive to decrease ground O3 under the high NOx abatement ratio (75.00%). The real-time assessment of O3 impacts from VOCs control strategies in Pearl River Delta (PRD) shows that the joint regional VOCs emission control policy will effectively reduce the ground O3 concentration in Shunde. 相似文献
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Jun Li Aimin Li Yan Li Minhui Cai Gan Luo Yaping Wu Yechao Tian Liqun Xing Quanxing Zhang 《Frontiers of Environmental Science & Engineering》2022,16(4):47