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31.
氯化法处理医院废水的研究   总被引:2,自引:0,他引:2  
介绍了次氯酸钠法和液氯法2种目前常用的处理医院废水的方法.对2家医院的废水处理过程进行了测试及实验研究.结果表明,这2家医院的废水处理后细菌总数和余氯量未达到国家规定的排放标准.主要原因是加氯量不精确,加氯后的停留时间不足,不能有效杀死废水中的病菌.对加氯量和停留时间的实验研究表明,每吨医院废水中次氯酸钠和液氯的最佳投入量分别为90 g和9 g,加氯后的停留时间不少于60min.  相似文献   
32.
用改性海泡石处理含磷废水   总被引:1,自引:0,他引:1  
张林栋  李军  王阳 《化工环保》2007,27(3):268-270
以海泡石为原料,经盐酸活化、水热活化,再加入氯化镁、氯化铁复合制得除磷剂原粉;再用聚氯乙烯将除磷剂原粉黏合成粒状除磷剂。用粒状除磷剂对废水中的磷(PO4^3-)进行吸附、洗脱,考察除磷剂的循环使用性能。实验结果表明:除磷剂对废水中磷的吸附容量可达92m g/g以上;以碳酸钠为洗脱剂,磷的洗脱率可达90%以上;除磷剂可重复使用,且性能优良。  相似文献   
33.
用造纸污泥制备改性木质素磺酸钠   总被引:2,自引:0,他引:2  
以甲醛作改性剂,用造纸污泥制备改性木质素磺酸钠,通过正交实验考察了各种因素对改性木质素磺酸钠减水性能的影响。实验结果表明:木质素磺酸钠进行羟甲基化反应时,在10g粗品木质素中加入甲醛7mL、反应温度为45℃、反应液pH为10—11的最佳条件下,改性木质素磺酸钠的减水率为25.2%。经测试,改性木质素磺酸钠的各项性能指标均达到普通减水剂的国家标准要求。  相似文献   
34.
A number of microorganisms were isolated from sewage. Biochemical Oxygen Demand (BOD-5 day) analysis was carried out by individual pure cultures. The cultures giving higher or equal BOD values as compared to reference GGA solution were selected for the formulation of a defined mixed microbial consortium. This microbial consortium was co-immobilized on calcium-alginate beads. Four synthetic and six industrial samples were tested for BOD by using immobilized beads as well as sewage as source of seeding materials. BOD values obtained with beads for all the synthetic as well as industrial samples were fairly comparable with those obtained with sewage. Reusability of prepared microbial beads was also checked with different synthetic and industrial samples and was compared with reference GGA solution. The same microbial beads can be reused three times for different BOD-5 day estimations. It is recommended that immobilized microbial beads can be used as a ready-to-use seeding material for BOD analysis.  相似文献   
35.
采用聚乙二醇(PEG)和海藻酸钠(SA)作为混合固定化载体材料对硝化细菌进行包埋固定化.结果表明,PEG和SA质量分数分别为6%和4%时,其溶液黏稠度、成球效果及机械强度、传质性能等方面都均为最佳.另外,固定化小球扫描电镜显示球体为外密内疏的结构,这满足体内细胞泄漏少、外面细胞难以进入的条件.将所得最佳性能的固定化小球与游离菌体进行模拟废水降解对比试验,经过7d处理后废水中氨氮和亚硝态氮质量浓度都明显下降,且固定化颗粒的降解率要明显高于游离菌株,此时氨氮的去除率为90%,亚硝态氮去除率为80%.  相似文献   
36.
Fenton 法降解抗生素磺胺间甲氧嘧啶钠   总被引:3,自引:1,他引:2  
应用Fenton高级氧化技术降解水溶液中抗生素磺胺间甲氧嘧啶钠(SMMS),系统探讨了起始pH、CSMMS、CFe2+、CH2O2和温度等因素对SMMS降解效果的影响。结果表明:CSMMS=4.53 mg/L,pH=4.0,CH2O2=0.49 mmol/L,CFe2+=19.51μmol/L,T=25℃为最佳反应条件。在最佳条件下,87.4%的SMMS可以在120 min内降解。反应动力学研究表明Fenton氧化降解SMMS分为两个阶段,快速反应阶段和慢速反应阶段,并建立了两阶段动力学模型,模型拟合结果较好。研究结果为含有SMMS的污废水处理提供了基础数据和科学参考。  相似文献   
37.
The photolysis of a rice herbicide Bispyribac sodium (Sodium 2, 6-bis [(4, 6-dimethoxypyrimidin-2-yl) oxy] benzoate) has been studied in different aqueous medium (distilled water, pond water and Irrigation water) under the influence of UV (λ max ≥ 250 nm) and sunlight in presence or absence of sensitizers (TiO2 and KNO3). The study was conducted under laboratory simulated condition which made it possible to evaluate the contribution of different factors viz. source of irradiation, solvent and sensitizers towards the photolysis of bispyribac sodium. The photodegradation proceeds via first order reaction Kinetics in all the cases. Five photo metabolites (M1-M5) were isolated in pure form by column chromatographic method from the irradiation system under UV influenced and TiO2 as sensitizer. From the different spectral data (IR, NMR, UV-VIS, Mass) the structure of these five metabolites were assigned as M1 (Phenol), M2 [2, 6-Dihydroxy benzoic acid], M3 [2, 6-bis [(4, 6 dimethoxypyrimidin-2yl) oxy] benzoic acid], M4 [2-(3-Hydroxy-phenoxy)-pyrimidine-4, 6-diol] and M5 as [2,4-Dihydroxy-3, 5-dimethoxy-6-(4-methoxy pyrimidine-2-yloxy)-benzoic acid]. Moreover, another six photometabolites (M6-M11) were identified from the different irradiation system on the basis of Micromass analysis. On the basis of MS/MS data analysis, the structure of these six photometabolites were assigned as M6 [2-(4, 6-Dimethoxy-pyrimidin-2-yloxy)-6-hydroxy-benzoic acid], M7 [2-Hydroxy-6-(4-hydroxy-6-methoxy-pyrimidin-2-yloxy)-benzoic acid], M8 [4, 6-Dimethoxy-pyrimidin-2-ol], M9 [6-Methoxy-pyrimidine-2, 4-diol], M10 [2-Hydroxy-6-(pyrimidin-2-yloxy)-benzoic acid] and M11 [2, 4, 6-Trimethoxy-pyrimidine]. The plausible Photodegradation pathways of bispyribac sodium in the present investigation were portrayed which proceeds via hydrolysis, hydrolytic cleavage, O-dealkylation, decarboxylation, dehydroxylation, O-alkylation and hydroxylation.  相似文献   
38.
The acute and chronic toxicity of monocrotophos (MCP), the binary joint toxicity of MCP and bifenthrin (BF), and sodium dodecyl benzene sulfonate (SDBS) to Daphnia magna (D. magna) was evaluated. The 24 h-median effective concentration (24 h-EC50) and 48 h-median lethal concentration (48 h-LC50) of MCP towards D. magna were 161 and 388 μ g/L, respectively. In addition, the lowest-observed effective concentration (LOEC) and non-observed effective concentration (NOEC) of MCP to D. magna were 10 and 5 μ g/L, respectively. Furthermore, the chronic value (ChV) of MCP against D. magna was 7 μ g/L and the acute chronic ratio (ACR) was 55. The number of offspring per female and the intrinsic rate of natural increase (r) were identified as the parameters that were most sensitive to MCP. In addition, toxic unit (TU) analysis was employed to evaluate the joint toxicities. The calculated TUmix values of binary equitoxic mixtures of MCP + BF and MCP + SDBS were 1.47 and 1.63, respectively, which suggests that both equitoxic mixtures exert a limited antagonistic effect. The results of this study revealed that the toxic threshold of MCP towards D. magna is higher than its reported highest residue (4 μ g/L) in the ordinary aquatic environment, and that concurrent exposure to BF or SDBS may exert a slight antagonistic effect.  相似文献   
39.
化学沉淀法强化常规工艺应急去除水中的镉   总被引:1,自引:0,他引:1  
在常规工艺基础上,通过投加氢氧化钠,实验进行了应急去除重金属镉的研究。实验结果表明,该方法能有效去除饮用水水源的镉,效果稳定,可进行应急处理。对pH、镉初始浓度和混凝剂投加量3个影响因素的灰色关联分析表明,3个因素对镉去除效果影响的大小排序为:滤后水pH>混凝剂投加量>镉初始浓度。在水源镉突发污染时,在原有常规水处理工艺基础上,通过控制滤后水pH可实现对重金属镉的去除,pH的控制值与水源水质有关。  相似文献   
40.
NaCl和KCl对厌氧污泥抑制的动力学研究   总被引:2,自引:0,他引:2  
在厌氧颗粒污泥和厌氧絮状污泥系统中,进行盐质量浓度(NaCl或KCl质量浓度,下同)对厌氧污泥抑制动力学的研究,得到不同拟合的COD降解动力学方程及参数.实验结果表明:当盐质量浓度为10~30 g/L时,KCl对厌氧污泥的COD比降解速率的抑制程度大于NaCl;当盐质量浓度由0 g/L增至10 g/L时,半速率常数逐渐增加;当盐质量浓度由10 g/L增至30 g/L时,半速率常数逐渐减小;在厌氧污泥系统中,NaCl抑制作用下的盐抑制常数高于KCl,且颗粒污泥的盐抑制常数高于絮状污泥.  相似文献   
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