首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   26篇
  免费   3篇
  国内免费   49篇
安全科学   2篇
综合类   66篇
基础理论   1篇
污染及防治   8篇
社会与环境   1篇
  2022年   2篇
  2021年   3篇
  2020年   2篇
  2019年   3篇
  2018年   3篇
  2017年   6篇
  2016年   6篇
  2015年   5篇
  2014年   7篇
  2013年   6篇
  2012年   9篇
  2011年   8篇
  2010年   3篇
  2009年   3篇
  2008年   3篇
  2007年   1篇
  2006年   6篇
  2005年   1篇
  2004年   1篇
排序方式: 共有78条查询结果,搜索用时 31 毫秒
51.
活性污泥的理化性质与絮凝调理投药量的关系   总被引:5,自引:1,他引:4  
李婷  王毅力  冯晶  徐萌 《环境科学》2012,33(3):889-895
采用烧杯试验研究了活性污泥理化性质与絮凝调理投药量的关系,分析了活性污泥离心上清液黏度及其中胶体的Zeta电位和表面电荷密度、污泥絮体的粒度、分形维数和强度等理化性质指标随调理絮凝剂(CPAM,CZ-8698)投药量的变化规律,探讨了这些指标在确定絮凝调理最佳投药量方面的差异.结果表明,CZ-8698的投药量对污泥的脱水性能和理化性质均可产生明显的影响,基于毛细吸水时间(CST)、污泥比阻(SRF)确定的活性污泥絮凝调理的最佳投药量范围为4.28~7.13g.kg-1,对应的CST与SRF值分别为(12.62±1.39)s、0.56×1012m.kg-1.在此最佳投药量区间,污泥离心上清液中胶体的Zeta电位与表面电荷密度均由负值变为正值,污泥絮体的分形维数分别为1.09(一维)和1.51(二维),其表面不规则程度最低、结构较为密实;污泥絮体的粒径随着絮凝剂投药量的增加持续增大到mm尺度,但其强度在投药量高于4.60 g.kg-1以后逐渐趋于稳定.此外,当絮凝剂投药量低于上述最佳范围时,污泥离心上清液的黏度已经达到了最小值(1.24±0.04)mPa.s.  相似文献   
52.
To investigate the influences of alkaline pretreatment on anaerobic digestion (AD) and sludge dewaterability after AD, waste activated sludge was adjusted to different pH values (8, 9, 10, 11, 12) and placed at ambient temperature for 24 hr. The samples were then adjusted to the initial pH and subjected to 25 days of AD. The results showed that, when compared with the control (pH 6.8), total suspended solids (TSS) and volatile suspended solids (VSS) reduction following pretreatment at pH 9-11 increased by 10.7%-13.1% and 6.5%-12.8%, respectively, while biogas production improved by 7.2%-15.4%. Additionally, significant enhancement of sludge dewaterability after AD occurred when pretreatment at pH 8-9 was conducted. The proteins and carbohydrates transferred from the pellet and tightly bound extracellular polymeric substances (TB-EPS) fractions to the slime and loosely bound EPS (LB-EPS) fractions after pretreatment and during the AD process, and the concentrations of proteins and carbohydrates in the slime fraction had a good linear relationship with the normalized capillary suction time (CST). During the AD process, the normalized CST was positively correlated with the organic materials in the loosely bound fraction of the sludge matrix (R2≥qslant 0.700, p < 0.01), while it was negatively correlated with the organic materials in the tightly bound fraction (R2≥qslant 0.702, p < 0.01). These results suggest that alkaline pretreatment could break the EPS matrix and release inner organic materials, thus influencing the efficiency of the AD process and dewaterability after AD.  相似文献   
53.
通过摇瓶培养试验研究了生物沥浸处理对精对苯二甲酸(PTA)化工污泥脱水性能和重金属去除效果的影响.研究表明,PTA污泥经生物沥浸后脱水效果得到了较好的改善,且营养剂最佳投加量为5g·L-1.经生物沥浸2d后污泥的pH从7.37下降到2.29,比阻从62.64×1012m·kg-1下降到2.36×1012m·kg-1,降低了96.23%.在最佳处理条件下对该化工污泥进行多批次生物沥浸中试试验,并对沥浸后污泥采用厢式压滤机脱水.结果表明,经生物沥浸处理后污泥静置24h,污泥沉降率可从2%提高到33%,厢式压滤脱水后泥饼含水率下降到45.9%,与对照相比,污泥体积减少了91.1%.泥饼中Cu、Cd、Pb、Zn、Co的去除率分别为95.15%、85.20%、42.11%、82.59%和64.42%;滤液中COD和氨态氮去除率分别为42.82%和74.98%.可见,生物沥浸法不仅能够较好地改善化工污泥的脱水性能,还能脱除污泥中的重金属.这对生物沥浸技术在PTA化工污泥上的应用和推广具有重要意义.  相似文献   
54.
通过摇瓶实验探究石英砂提高城市污泥生物沥浸效率的主导因素.结果表明,在0~72h内,生物菌液酸化效应在提高污泥脱水性能中占据主导作用;在72h之后,次生矿物的形成对提高污泥脱水性能的贡献率超过生物菌液.随着生物沥浸持续进行,石英砂诱导次生矿物产量逐渐增加,次生矿物在生物菌液酸化效应基础上进一步强化污泥脱水性能.在二者耦合作用下,城市污泥比阻(SRF)从初始的17.13×1012m/kg下降至48h时的最低值3.56×1012m/kg.然而,生物菌液和次生矿物单独作用时,SRF降到最低值均需72h,且最低SRF分别为3.89×1012和4.77×1012m/kg.可见,二者耦合作用在进一步改善污泥脱水性能以及缩短生物沥浸时间方面都有明显的优势.  相似文献   
55.
The use of solar energy as a disintegration unit operation for waste activated sludge was tested in a pilot plant. The effect of the treatment process on chemical oxygen demand (COD), total suspended solids (TSS), settling time and filtration index was investigated in single (solar) and sequential processes (solar & biological). Solar oxidation was found to be a good sludge disintegration technology. Available solar photons were utilised to degrade the soluble organic matter and release the cell liquids. The highest COD and TSS removal efficiencies were obtained by the month of June. Sequential process efficiencies were related to accumulate solar photons, aerobic treatment time and operational condition. Sequential process resulted in COD and TSS removal efficiency of 16% and 13%, respectively. Increasing aerobic treatment time and/or mixing the oxidised sludge with fresh sludge improved COD and TSS removal efficiencies to 23% and 27%, respectively. The use of sequential processes improves the settling tendency of sludge by bio-oxidation of the released portions and eliminates protein charge effect on sludge settling.  相似文献   
56.
为研究炭材料调理对污泥电脱水性能及泥饼可燃性的影响,使用改性前后的活性炭和石墨对污泥进行预调理,对调理后的污泥进行电脱水实验,深入解析了炭材料调理前后污泥电脱水行为及泥饼可燃性的变化.研究表明:经炭材料调理后的污泥,阴极电脱水速率提升,相较于其他3种炭材料,石墨调理后的阴极电脱水速率提升最为明显,石墨的投加量5% TSS时,阴极平均脱水速率从0.074g/L上升到0.095g/L.炭材料可以提高污泥体系的电导性和污泥絮体的电泳淌度,使得阴极泥饼孔容有上升的趋势,阴极泥饼孔容从未投加炭材料时的0.1147cm3/g增加到AC-0、AC-1、AC-5、石墨的投加量为20% TSS时的0.119、0.122、0.146、0.157cm3/g;此外,炭材料加入后阴阳两极滤液中溶解有机物DOM和蛋白质组分浓度降低,可以缓解滤布堵塞;污泥电脱水过程中经炭材料调理后可以降低脱离每单位水所需要的能耗,未投加炭材料时去除每单位水所需能耗为6.75kW·h/kg去除水,而当AC-0、AC-1、AC-5、石墨的投加量为20% TSS时,能耗分别降低到5.64、5.22、5.20、5.11kW·h/kg去除水,且泥饼含水率从未投加炭材料时的58%降低至45%,固炭量增加,提高了泥饼的热值和可持续燃烧时间,当石墨的投加量为20% g/gTSS时,泥饼热值提高了17%.有利于后续焚烧资源化利用.  相似文献   
57.
分别采用微电解、微电解联合Fenton对印染污泥的破解效果及脱水性能进行研究,考察了印染污泥中胞外聚合物(EPS)、污泥破解率(DDSCOD)、沉降速率(SV30)、毛细吸水时间(CST)等指标的变化情况.结果表明,微电解反应时间为20 min,初始pH为2.5,铁碳比(Fe/C)为1/1,铁粉量为2.50 g/L时,印染污泥絮体破解效果最佳.该条件下,添加H2 O22.00 g/L反应40 min,污泥上清液的多糖、蛋白质、DDSCOD较原污泥分别增加了49.09%、69.20%、4.33%,CST、SV30较原污泥分别减少了70.46%、20.41%.  相似文献   
58.
超声波联合无机混凝剂对污泥脱水性能的影响   总被引:1,自引:0,他引:1  
以城市生活污水处理厂的剩余活性污泥为研究对象,开展超声波联合无机混凝剂PAFS对污泥脱水性能的影响研究,结果表明:两者有较好的协同效应,污泥的脱水性能明显改善。联用时两者的排列顺序对处理效果有明显影响,先超声后混凝联合方式明显优于先混凝后超声。超声波联用调理剂能有效减少混凝剂PAFS用量,提高脱水效率,降低成本。  相似文献   
59.
文章使用PAM-C作为絮凝剂,研究超声波与絮凝剂联合作用对污泥脱水性能的影响,通过试验找到了其合理的调理顺序,并针对试验污泥确定了理想的试验参数,为污泥脱水处理找到一种行之有效的实用方法。  相似文献   
60.
Effect of ultrasonic pretreatment on sludge dewaterability was determined and the fate of extracellular polymeric substances (EPS) matrix in mesophilic anaerobic digestion after ultrasonic pretreatment was studied. Characteristics of proteins (PN), polysaccharides (PS), excitation-emission matrix (EEM) fluorescence spectroscopy and molecular weight (MW) distribution of dissolved organic matters (DOM) in different EPS fractions were evaluated. The results showed that after ultrasonic pretreatment, the normalized capillary suction time (CST) decreased from 44.4 to 11.1 (sec·L)/g total suspended solids (TSS) during anaerobic digestion, indicating that sludge dewaterability was greatly improved. The normalized CST was significantly correlated with PN concentration (R2 = 0.92, p 0.01) and the PN/PS ratio (R2 = 0.84, p 0.01) in the loosely bound EPS (LB-EPS) fraction. Meanwhile, the average MW of DOM in the LB- EPS and tightly bound EPS (TB-EPS) fractions also had a good correlation with the normalized CST (R2 0.66, p 0.01). According to EEM fluorescence spectroscopy, tryptophan-like substances intensities in the slime, LB-EPS and TB-EPS fractions were correlated with the normalized CST. The organic matters in the EPS matrix played an important role in influencing sludge dewaterability.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号