处置库污泥工程特性测试研究   总被引：5，自引：0，他引：5  

冯源  罗小勇  林伟岸  詹良通  柯瀚  陈云敏 《岩土力学》2013,34(1):115-122

对某填埋场污泥库中取样的污泥进行了岩土工程特性测试,包括有机质含量、含水率、界限含水率、颗粒级配、渗透系数、压缩固结特性及抗剪强度等。试验结果表明,与常规淤泥相比,污泥库中经一段时间降解后污泥有机质含量及含水率较高,平均值分别为45%和520%;污泥在历时2 a的生物降解作用下,污泥含水率、有机质含量沿深度呈较为明显的减少趋势;污泥具有极高的压缩性,压缩系数a100-200高达7 MPa-1;污泥的固结表现为非线性大变形特性,其固结系数在10-5～10-6 cm2/s,比淤泥低1～2个数量级,固结系数随压力的增加而显著减少;污泥的抗剪强度参数较小,其黏聚力为0,内摩擦角为14.7°。有机质含量高是污泥高含水率、高液塑性指数、高压缩性,低渗透性、低固结系数及低抗剪强度的本质原因。以上成果可为污泥库的固化处置、稳定分析等提供必要的参数。  相似文献   

连续流态下好氧颗粒污泥的培养及处理制药废水的性能     

贾晓凤  孙长清  买文宁  周军  田永升 《地球科学》2013,38(4):870-876

在上流式好氧颗粒污泥床反应器中, 以厌氧颗粒污泥和好氧絮状活性污泥为接种泥, 采用人工配制的模拟废水, 成功培养出性能优异的好氧颗粒污泥.反应器内污泥浓度稳定在5g/L左右, 颗粒污泥粒径为0.5~2.0mm, 当进水COD为2000mg/L, 容积负荷为4.8kg/(m3·d)时, 系统对COD的去除率稳定在96%以上.通过扫描电镜观察, 好氧颗粒污泥是层状结构, 表面有大量丝状菌缠绕, 内部有短杆菌和空穴存在.逐步提高制药废水在进水中的比例, 经过47d的培养, 生物制药废水完全取代模拟废水, 系统对COD、NH₃-N、TP的去除率分别稳定在90%、90%和70%以上.   相似文献   

市政污泥真空预压模型试验研究     

占鑫杰  林伟岸  詹良通  罗小勇  陈云敏 《岩土力学》2013,34(Z1):88-96

《城镇污水处理厂污泥处理处置技术规范》[1]执行前,市政污泥往往直接倾倒于填埋场形成污泥库,导致垃圾设计库容显著降低。为恢复填埋场库容,许多填埋场面临污泥库的原位加固处理。通过2组模型试验,探讨真空预压处理污泥的可行性。试验结果表明,真空预压后污泥含水率显著降低,强度提高至2~4 kPa;污泥排水固结系数随预压过程发展表现出非线性;排水板周围污泥含水率和渗透系数降低明显,阻碍离排水板较远处污泥排水固结,因此减少排水板间距可显著提高污泥处理效果;真空预压过程中污泥中孔压变化规律与常规淤泥质土有明显区别,特别是远离排水板的位置孔压消散幅度小,表明污泥中孔压消散规律不符合传统的太沙基固结理论;污泥真空预压过程中,间歇式通正气压会在处理初期阶段加快排水速率,但整体改善作用不明显;真空预压可作为污泥减量化的一种途径,如要满足后续堆载垃圾的要求,还需配合其他原位处理方法进一步提高强度。  相似文献   

汕尾电厂临时倾倒区对所在海域及其周边环境的影响     

李壮伟 《广东海洋大学学报》2010,30(6)

分析汕尾电厂临时倾倒区2006年倾倒的疏浚泥对所在海域水质、沉积物、生物群落及生物质量等的影响。结果表明,在倾倒过程中,海水中悬浮物、石油类的含量增加,属第三类海水水质;倾倒活动改变了生物群落的水环境,使群落种数减少,多样性、均匀度和丰度降低。倾倒活动结束1个月后,除海水中悬浮物的含量仍属第三类海水水质外,其他污染物含量均符合第二类海水水质标准,底栖生物恢复较缓慢。疏浚泥倾倒对海区沉积物质量和海洋生物质量的影响较小。  相似文献   

组合生物技术处理制药废水及其生物相   总被引：2，自引：0，他引：2  

刘鹏  张兰英  刘莹莹  刘娜  刘峰  刘虹  崔哲  许国欣 《吉林大学学报(地球科学版)》2010,40(1):169-175

为有效治理化学制药废水和生物制药废水,采用水解酸化-活性污泥[-曝气生物滤池组合工艺对制药废水进行室内模拟生物处理研究。结果表明：该工艺对出水COD、BOD₅的去除率均大于90%,已达到《污水综合排放标准》（GB 8978-1996）二级标准。对生物相的显微镜观察分析表明,污泥絮体和生物膜生长良好,并出现变形虫、轮虫和漫游虫等原生和后生动物。对各构筑物中的细菌进行分离纯化,同时应用BIOLOG细菌鉴定系统进行鉴定,分别得到8株、3株、6株可培养的细菌。  相似文献   

Cd(II), Pb(II) and Zn(II) Removal from Contaminated Water by Biosorption Using Activated Sludge Biomass     

Anwar Ahmad  Rumana Ghufran  Wan Mohd. Faizal 《洁净——土壤、空气、水》2010,38(2):153-158

Biosorption using activated sludge biomass (ASB) as a potentially sustainable technology for the treatment of wastewater containing different metal ions (Cd(II), Pb(II) and Zn(II)) was investigated. ASB metal uptake clearly competed with protons consumed by microbial biomass compared with control tests with non‐activated sludge biomass. Biosorption tests confirmed maximum exchange between metal ions and protons at pH 2.0–4.5. It was revealed by the study that the amount of metal ions released from the biomass increased with biomass sludge concentration. The result showed that maximum absorption of metal ions was observed for Cd(II) at pH 3.5, Pb(II) at pH 4.0, and pH 4.5 for Zn(II) ions. The maximum absorption capacities of ASB for Cd(II), Pb(II) and Zn(II) were determined to be 59.3, 68.5 and 86.5%, respectively. The biosorption of heavy metals was directly proportional to ASB stabilization corresponding to a reduction in heavy metals in the order of Cd < Pb < Zn. The order of increase of biosorption of metal ions in ASB was Zn(II) < Pb(II) < Cd(II), and this was opposite to that of non active sludge. The results indicate that ASB is a sustainable tools for the bioremediation of Cd(II), Pb(II) and Zn(II) ions from industrial sludge and wastewater treatment plants.  相似文献   

Effect of Initial Azo Dye Concentration and Biomass Acclimation on Sludge Digestion and Dye Co‐treatment     

Umay Gokce Ozkan‐Yucel  Celal Ferdi Gokcay 《洁净——土壤、空气、水》2010,38(4):387-393

The effect of a reactive azo dye (the hydrolyzed form of Reactive Orange 107, HRO107) on the digestion of municipal waste sludge (WS) was studied. The study also focused on the effect of acclimation of the anaerobic mixed culture on dye treatment. Anaerobic batch assays were carried out in serum bottles under mesophilic conditions. Unacclimated and acclimated anaerobic mixed cultures were used for the study. Both unacclimated and acclimated anaerobic cultures completely reduced HRO107 during WS digestion. Inhibitory HRO107 concentration was found to be 800 mg/L for unacclimated mixed culture. Acclimation increased the inhibitory concentration level from 800 to 3200 mg/L. Sulfanilic acid and four other unidentified dye reduction end products were detected at the end of the assays. The results of this study indicated that anaerobic municipal WS digesters have the potential to be a cost efficient and effective pre treatment method.  相似文献   

Mechanism of Ozone Oxidation of Polycyclic Aromatic Hydrocarbons During the Reduction of Coking Wastewater Sludge          下载免费PDF全文

Chong Lin  Jianbo Liao  Haizhen Wu  Chaohai Wei 《洁净——土壤、空气、水》2016,44(11):1499-1507

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冻融循环对固化污泥力学及微观结构特性影响     

胡学涛  梁冰  陈亿军  薛强  万勇 《岩土力学》2016,37(5):1317-1323

冻融循环作用会改变固化污泥工程特性,影响固化污泥堆体稳定及安全。在封闭系统下对固化污泥进行冻融循环试验,每经历一次冻融循环,就测定固化体的无侧限抗压强度、渗透系数等工程指标,并根据试验结果选取试样进行扫描电镜和压汞试验。研究结果表明：第1次冻融循环作用使固化污泥强度衰减30%,渗透系数增大80%,随后变化幅度逐渐降低;经过约6次冻融循环后,固化污泥强度衰减幅度高达50%,渗透系数增加约1个数量级,随后基本保持恒定,渗透系数的变化较无侧限抗压强度变化表现出微弱的滞后性。随着冻融循环次数的增加,固化污泥孔隙体积逐渐增大,固化污泥强度逐渐降低,渗透系数逐渐增大。在封闭系统下,固化体内部水分结冰引起的总膨胀体积恒定,固化污泥内部水分分布均匀。当冻融循环作用达到一定次数后,孔隙体积不再持续增大,只是在空间上重新融合分布,使各参数逐渐达到恒定状态。研究成果对寒区污泥固化填埋的安全处理处置提供技术参数和指导。  相似文献   

Uncertainties in mean discharges from two large South American rivers due to rating curve variability     

R. T. CLARKE  E. M. MENDIONDO  L. C. BRUSA 《水文科学杂志》2013,58(2):221-236

Abstract

The aim of this study was to assess the effect of land application of sewage sludge on phosphorus (P) losses during intense rainfall. Three rainfall simulations (40 mm h^?1 of 30 min duration) were conducted on a field amended with sewage sludge. The overland flow water (OFW) was monitored and sampled every minute. The suspended solid, the dissolved and total phosphorus (respectively SS, TP and DP) concentrations were analysed. The forms of particulate bound P (PP) were investigated. Several results stem from this experiment: (a) sludge application induced a large increase in the DP content of the OFW; the concentrations obtained (0.15–0.57 mg l^?1) were shown to result from desorption processes from the SS; and (b) in contrast, sludge application affected neither the SS content nor the TP concentration of OFW (9.5 g mg l^?1 P, consisting of PP for 95%). However, sludge preserved the structure of soil surface and led to a 45% decrease in runoff rate (150 m³ ha^?1 collected on the test surface compared to 290 m³ ha^?1 on a reference). This indirectly reduced TP losses (2.7 kg ha^?1 on the reference surface compared to 1.4 kg ha^?1 on the test surface).  相似文献