涂布白板纸废水的处理与回用

主要介绍 佛山华 丰纸业有 限公司１５ ０００ｔ／ ｄ 废水处 理工程。 采用网筛 微滤 混凝沉 淀 气 浮工艺处理 以废报 纸和废杂 纸为主要 造纸原 料的废水 。该法通 过微 滤回 收纸 浆纤 维、混 凝沉 淀和 气浮去处涂 布白板 纸废水的 主要污染 物。悬 浮物 去 除率 高达 ９８５ ％ 以上 ， Ｃ Ｏ Ｄ Ｃｒ 和 Ｂ Ｏ Ｄ５ 去除 率 分别为９１７ ％ 和 ８６９ ％ 。该法每 天可从 涂布白板 纸废水 中直 接回 收 ５ｔ 纸 浆 纤维 用 于再 造纸 ，经 处理后的废 水供车 间闭路循 环使用， 实现零排 放     

Rapid aerobic granulation in an SBR treating piggery wastewater by seeding sludge from a municipal WWTP

Aerobic sludge granulation was rapidly obtained in the erlenmeyer bottle and sequencing batch reactor (SBR) using piggery wastewater. Aerobic granulation occurred on day 3 and granules with mean diameter of 0.2 mm and SVI₃₀ of 20.3 mL/g formed in SBR on day 18. High concentrations of Ca and Fe in the raw piggery wastewater and operating mode accelerated aerobic granulation, even though the seed sludge was from a municipal wastewater treatment plant (WWTP). Alpha diversity analysis revealed Operational Taxonomic Units, Shannon, ACE and Chao 1 indexes in aerobic granules were 2013, 5.51, 4665.5 and 3734.5, which were obviously lower compared to seed sludge. The percentages of major microbial communities, such as Proteobacteria, Bacteroidetes and Firmicutes were obviously higher in aerobic granules than seed sludge. Chloroflexi, Planctomycetes, Actinobacteria, TM7 and Acidobacteria showed much higher abundances in the inoculum. The main reasons might be the characteristics of raw piggery wastewater and granule structure.     

油田采出水膜法处理技术应用研究进展

油田采出水的处理回用是一种必然的趋势.膜法处理技术可以解决传统水处理中存在的问题,有效地去除采出水中的油类、细菌、硬度,防止油层堵塞、结垢和外排水的环境污染,对于促进油气田可持续发展、水资源再利用和环境保护具有非常重要的意义.微滤、超滤和纳滤、反渗透膜技术在油田采出水处理中已有较多的应用研究.超滤在除油和除浊方面表现出...     

光合细菌和螺旋藻对啤酒废水的净化与利用研究

应用ＰＳＢ将啤酒废水中的有机质降解处理为无机质，用甲壳絮凝沉降除去ＰＳＢ后加入螺旋藻进行培养。小型动态模拟实验结果表明ＰＳＢ和螺旋藻不仅能高效地净化啤酒废水。     

Towards real-time detection of wastewater in surface waters using fluorescence spectroscopy

The presence of municipal wastewater at the intake of a major drinking water treatment facility located on Lake Ontario was examined using fluorescence data collected during a period of continuous monitoring. In addition, controlled mixing of lake water and wastewater sampled from a local treatment facility were conducted using a bench-scale fluorescence system to quantify observed changes in natural organic matter. Multivariate linear regression was applied to components derived from parallel factors analysis. The resulting mean absolute error for predicted wastewater level was 0.22% (V/V, wastewater/lake water), indicating that wastewater detection at below 1.0% (V/V) was possible. Analyses of sucralose, a wastewater indicator, were conducted for treated wastewater as well as surface water collected at two intake locations on Lake Ontario. Results suggested minimal wastewater contribution at the drinking water intake. A wastewater detection model using a moving baseline was developed and applied to continuous fluorescence data collected at one of the drinking water intakes, which agreed well with sucralose results. Furthermore, the simulated addition of 1.0% (V/V) of wastewater/wastewater was detectable in 89% of samples analyzed, demonstrating the utility of fluorescence-based wastewater monitoring.     

水生植物法再生景观回用水水质稳定技术研究

建立了污水处理和景观回用中试试验系统,景观回用试验水量为11 m3,研究了城市污水经二级生物处理再生后用作景观环境用水的水质稳定性;构建了不同结构的水生植物系统,研究了该系统对再生景观环境用水水质的影响. 结果表明:在晴朗天气,白天水温为(28±2)　℃,夜间水温为(20±2)℃的条件下,二级生物处理的再生水在瓷砖水池中最多可以稳定3 d;结构完善的“挺水-浮叶-沉水-浮水”水生植物系统能够有效抑制再生景观回用水中藻类的滋生,并可降低其有机物和氮、磷的含量,在9 d内使ρ(COD_Cr),ρ(TP)和ρ(NH₃-N)分别降低76.9%,95.8%和95.2%,从而使水质保持稳定并得以改善,使回用水水质完全符合再生景观回用水国家标准. 因此,构建结构完善的水生植物系统可实现污水再生景观回用.      

Effect of activated sludge treatment on the formation of Nnitrosamines under different chloramination conditions

Municipal wastewater discharge is considered as one of the main sources of N-nitrosamine precursors which can impact the qualities of downstream source waters and reclaimed wastewaters for potable reuse. NNitrosamine precursors can be removed to various degrees during biological wastewater treatment (e.g., the activated sludge (AS) process). So far, little is known about the impact of the AS process on N-nitrosamine formation under practical disinfection condition (e.g., uniform formation condition (UFC)). In this study, N-nitrosamine UFC from selected model compounds, sewage components (i.e., blackwaters and greywaters) and sewage samples were comprehensively investigated during batch AS treatment tests. NNitrosodimethylamine (NDMA) formation from the tested precursor compounds (i.e., trimethylamine (TMA) and sumatriptan (SMTR)) under UFC chloramination decreased mostly after 6 or 24 hr treatment with different types of AS (i.e., domestic rural AS, domestic urban AS, and textile AS), and the reductions in NDMA UFC were comparable to their NDMA formation potential (FP) reductions. In urine and feces blackwaters, NDMA UFC increased after 6 or 24 hr treatment with the domestic (i.e., rural and urban) AS, while NDMA FP decreased substantially. The increases in NDMA UFC after AS treatment was presumably attributed to the removal of bulk organic matters (e.g., dissolved organic carbon (DOC)) which favored NDMA formation under UFC. On the other hand, in laundry greywaters having relatively abundant DOC, N-nitrosamine UFC was less affected by DOC removal before or after AS treatment, but decreased to similar degrees with N-nitrosamine FP. In sewage samples collected from wastewater treatment plants, N-nitrosamines UFC tended to increase or remain constant during AS treatment, despite the decreases in their FPs. These results suggest that biological wastewater treatment (e.g., the AS process) may not effectively reduce N-nitrosamine formation (e.g., measured under UFC) partially because the concurrent removal of bulk organic matters (e.g., DOC) favored N-nitrosamine formation in s econdary effluents.     

污水处理厂原生污泥资源化利用方法探讨

浅析武汉市城市污水处理厂产生的原生污泥的现状,产生的社会、环保、经济效益以及资源化利用的方式方法与农业土壤如何回归。     

Influence of the wastewater composition on denitrification and biological P-removal in the S-DN-P process： （c） Dissolved and undissolved substrates

The denitrification and P-removal in the sorption-denitrification-P-removal (S-DN-P) process were carried out under various wastewater compositions. It is noted that P-removal largely depends on the wastewater composition as well to the quantity of the substrates present in wastewater fraction. Three different wastewater fractions are obtained as: raw wastewater, dissolved wastewater (obtained with filtration using 0.45 μm filter), and undissolved wastewater (i.e., infiltrate obtained by above filtration). ...     

Quantification of hookworm ova from wastewater matrices using quantitative PCR

A quantitative PCR(q PCR) assay was used to quantify Ancylostoma caninum ova in wastewater and sludge samples.We estimated the average gene copy numbers for a single ovum using a mixed population of ova.The average gene copy numbers derived from the mixed population were used to estimate numbers of hookworm ova in A.caninum seeded and unseeded wastewater and sludge samples.The newly developed qP CR assay estimated an average of3.7 × 10~3 gene copies per ovum,which was then validated by seeding known numbers of hookworm ova into treated wastewater.The qP CR estimated an average of(1.1 ± 0.1),(8.6 ± 2.9)and(67.3 ± 10.4) ova for treated wastewater that was seeded with(1 ± 0),(10 ± 2) and(100 ± 21)ova,respectively.The further application of the q PCR assay for the quantification of A.caninum ova was determined by seeding a known numbers of ova into the wastewater matrices.The qP CR results indicated that 50%,90% and 67% of treated wastewater(1 L),raw wastewater(1 L)and sludge(~4 g) samples had variable numbers of A.caninum gene copies.After conversion of the q PCR estimated gene copy numbers to ova for treated wastewater,raw wastewater,and sludge samples,had an average of 0.02,1.24 and 67 ova,respectively.The result of this study indicated that qP CR can be used for the quantification of hookworm ova from wastewater and sludge samples;however,caution is advised in interpreting qP CR generated data for health risk assessment.     

Ecological parameters and disinfection effect of low-temperature laundering in hospitals in Slovenia

The aim of this research was to determine the influence of laundering procedures on the ecological parameters of wastewater and the electric energy consumption. Laundering procedures were simulated in a laboratory washing machine and the parameters temperature, duration and concentration of disinfection agents were varied until the optimal conditions were found for low-temperature laundering while achieving an appropriate disinfection effect with peroxyacetic acid and minimal damages to the textiles. The disinfection effect was determined using standard bioindicators Enterococcus faecium, Staphylococcus aureus, Enterobacter aerogenes and Candida albicans. The optimal low-temperature laundering procedure at 40 °C was then evaluated according to the Slovenian regulations for wastewater reuse and the toxicity of the wastewater on activated sludge as well as the wastewater biodegradability were determined. It was found that an optimal low-temperature laundering procedure at 40 °C decreased the energy consumption while reaching an adequate disinfection effect with somewhat higher dosages of chemicals and with lower damages to the textiles due to lower washing temperatures. The wastewater was found to have a certain level of pollution and was biodegradable and can therefore be treated using biological treatment.     

添加原水改善SBR工艺处理猪场废水厌氧消化液性能

采用序批式反应器(SBR)工艺直接处理猪场废水厌氧消化液,处理系统的效率较低,COD去除率仅有10%左右,NH₄⁺-N去除率70%左右;处理出水水质较差,出水COD高于1 000mg/L,出水NH₄⁺-N在200mg/L左右;处理系统的工作不稳定,效能逐渐恶化.在猪场废水厌氧消化液中添加部分未经厌氧消化的猪场废水(原水),处理系统的处理效率明显提高,COD去除率高于80%,出水COD降到250～350mg/L;NH₄⁺-N去除率高于99%,出水NH₄⁺-N小于10mg/L;处理系统的稳定性也得到增强.添加原水后,猪场废水厌氧消化液的BOD₅/COD比值从0.19上升到0.54,BOD₅/TN比值从0.28上升到2.04,增加了微生物生长和反硝化所需的碳源,强化了反硝化作用,不仅提高了总氮去除效率,而且通过回补碱度,维持了处理系统的pH值稳定.     

基于IKONOS影像的城市住宅区中水回用空间分布估算

中水回用是解决城市水资源短缺和水环境污染问题的有效途径。开展分散式中水可行性研究,需要考虑中水原水与回用需求的数量、空间分布及平衡关系。论文以南京市住宅区为例,探索了基于IKONOS高分辨率遥感影像分类,估算中水回用空间分布的方法。通过引入单位面积用水定额,将遥感和GIS 分析得到的用地信息与中水原水产量和回用需求关联起来,计算了研究区域中27 个地块的中水原水产量和回用需求量,并分析了两者在空间上的水量平衡关系。结果表明,研究区域存在较大的中水原水供给潜力3.52 L/（m²·d）和较大的利用需求5.37 L/（m²·d）。住宅小区的单位面积原水产量与其建筑容积率成正比;以中高层住宅区为主的地区,中水原水产量能够基本满足本地区的中水回用需求。因此,在这些地区建立分散式污水处理系统,可减少废污水排放,节约自来水取用量,提高水资源利用率。     

四环素抗性基因在人工湿地中的去除及累积

以垂直潜流人工湿地系统为试验装置,考察了猪场养殖废水中四环素类抗生素抗性基因(tetW、tetM和tetO)在人工湿地中的去除及累积情况.结果表明,养猪废水中的3种抗性基因均有检出且含量较高,tetW、tetM和tetO的平均绝对含量分别为1.07×1010、4.03×1010和4.92×1010copies.L-1.通过湿地系统处理后,水体中抗生素抗性基因绝对拷贝数和相对表达量均明显降低,tetW、tetM和tetO的平均去除率分别为95.73%、92.21%和95.05%.在系统运行末期,湿地表层土壤和底层土壤中tetW、tetM和tetO的绝对拷贝数和相对表达量均有明显的升高,并且抗性基因在表层土壤中的累积水平高于底层土壤.因此,人工湿地系统可有效降低养猪废水中抗生素抗性基因的绝对及相对含量水平,系统的运行条件可对抗生素抗性基因在湿地系统中的积累产生影响.     

印染废水处理回用工艺现状研究

印染废水产生量大、有机物含量高、具有一定的毒害性,因此印染废水的回用是降低印染废水污染和印染用水消耗的重要途径,印染废水回用包括原废水和二级生化出水的处理回用。印染废水主要回用于印染生产过程,在以印染原废水处理回用时,典型工艺是生化处理+膜分离组合工艺;在以印染废水处理后的二级生化出水进行处理回用时,其典型工艺分别是超滤+反渗透组合工艺,工艺出水可回用于印染漂洗、染色等生产过程,实现废水厂内循环利用。     

Reducing sulfates concentration in the tannery effluent by applying pollution prevention techniques and nanofiltration

The use of large quantities of sulfuric acid and other sulfur-containing chemicals causes high sulfate concentrations in the wastewater of a tannery. The aim of this work was reducing the sulfate concentration in the final wastewater from a tannery. For that, firstly a study about the main sulfate sources in a tannery was carried out and the total sulfates load in the tannery wastewater was evaluated. Two measures for sulfates reduction were studied: the recycling of unhairing wastewater to the soaking drums and the reuse of the chromium sulfate from the tanning washing wastewater after its separation by nanofiltration (NF). The first measure proposed was studied experimentally in laboratory drums of 5 L of volume. Two series of experiments with different volumes of unhairing wastewater in the soaking bath were carried out. The quality of the final leather was evaluated by means of mechanical tests. NF experiments were carried out in a laboratory pilot plant with a spiral wounded membrane element. Concerning the results, the combination of 50% unhairing wastewater and 50% of fresh water was appropriate in order to obtain leather with an acceptable quality. Besides, it drove to a diminution of approximately 10% in the addition of sulfide in the unhairing. Related to the NF experiments, 97% of the sulfates were rejected by the membrane. The separated ions could be recycled to the tanning drums. The application of the two measures (firstly the recycling of the unhairing wastewater and secondly the NF of the tanning washing wastewater) drove to a reduction of 14.82 kg SO₄⁻² t⁻¹ of raw hide.     

耐高浓度沼液产油小球藻的分离鉴定与特征分析

本研究从长期在空气中放置的沼液中分离得到1株可以耐受高浓度沼液的藻株,经形态和分子生物学方法鉴定为小球藻属的一种,命名为Chlorella sp.BWY-1.本研究所用的沼液来自于以固液分离后的猪场废水为发酵原料的沼气工程.与普通小球藻Chlorella regularis(FACHB-729)的对比研究表明,Chlorella sp.BWY-1在BG11和不同浓度的沼液中都有相对较强的生长速率、生物量积累能力和氮磷等污染物去除能力.Chlorella sp.BWY-1在BG11中有最高的生长速率和生物量生产力(324.40 mg·L-1,以dw计),但是其含油量和油脂生产力随着沼液浓度的增加而增加.在未稀释的沼液中Chlorella sp.BWY-1的含油量可达44.43%,油脂生产力达108.70 mg·L-1.分析结果表明该藻株在养殖废水处理和生物能源方面具有一定的应用潜力,可以结合固液分离、厌氧发酵等其他技术用于养殖场废水的处理和生物柴油的制取.     

生物强化方式对生物转盘处理养殖废水效果及生物多样性的影响

畜禽养殖废水污染物浓度高、生物毒性大,导致传统生物处理工艺难以满足达标排放要求.为探究高效的畜禽养殖废水处理工艺,采用生物转盘作为主体工艺,利用异养硝化-好氧反硝化菌（简称"HN-AD菌"）为生物强化菌剂,对比了强化污泥挂膜和菌剂挂膜两种不同生物强化方式下该工艺在启动时间、碳耗、能耗、真实废水处理效果及微生物多样性方面的差异,以确定最佳生物强化方式.结果表明:①模拟废水试验中,菌剂挂膜反应器启动时间（19 d）明显短于强化污泥挂膜（33 d）,参数优化后发现,在相同处理效果下,前者碳耗、能耗较后者分别低48.22%、33.33%.②真实废水处理试验中,菌剂挂膜反应器的COD_Cr、NH₄+-N、TN平均去除率较后者分别高7.11%、26.97%、29.14%.③在微生物多样性方面,菌剂挂膜体系中Comamonas（丛毛单胞菌属）相对丰度是强化污泥挂膜体系的10倍左右,推测Comamonas可能是在异养硝化好氧反硝化过程中发挥关键作用的菌属.④SEM观察发现菌剂挂膜生物转盘盘片上的生物膜更薄,但HN-AD优势菌富集程度更高.研究显示,菌剂挂膜反应器对模拟废水、真实废水的处理效果均优于强化污泥挂膜反应器,且效果更稳定.      

区域水资源介循环利用模式:概念·结构·特征

为解决我国面临的突出水环境问题,破解经济发展需求与水资源短缺、水环境污染和水生态破坏之间的矛盾,提出区域水资源“介循环”(water meta-cycle)利用模式,系统地阐述了区域水资源介循环利用模式的结构特征、基本特点和目标定位,并通过案例分析了其适用效果. 介循环是一种人工强化生态调控的区域水资源多阶多元循环利用模式. 通过企业、家庭和社区等局部单元内的水循环利用,工业和城市等社会系统尺度内的污水再生处理与直接利用,以及区域层面上再生水的生态媒介循环利用(water natural system-mediated reuse)等,促进不同层阶和不同用途水循环利用的有机衔接与耦合,实现再生水的安全聪巧(safe and smart)利用、区域尺度上水资源的闭环循环利用和趋零排放. 区域水资源介循环利用模式以再生水的生态媒介循环利用为核心,具有闭环趋零、多阶多元、强化调控和复合高效等特点,有望成为区域水资源可持续管理、保障水环境安全的有效模式.      

Coking wastewater treatment for industrial reuse purpose：Combining biological processes with ultrafiltration, nanofiltration and reverse osmosis

A full-scale plant using anaerobic, anoxic and oxic processes (A1/A2/O), along with a pilot-scale membrane bioreactor (MBR), nanofiltration (NF) and reverse osmosis (RO) integrated system developed by Shanghai Baosteel Chemical Co. Ltd., was investigated to treat coking wastewater for industrial reuse over a period of one year. The removals reached 82.5% (COD), 89.6% (BOD), 99.8% (ammonium nitrogen), 99.9% (phenol), 44.6% (total cyanide (T-CN)), 99.7% (thiocyanide (SCN-)) and 8.9% (fluoride), during the A1/A2/O biological treatment stage, and all parameters were further reduced by over 96.0%, except for fluoride (86.4%), in the final discharge effluent from the currently operating plant. The pilot-scale MBR process reduced the turbidity to less than 0.65 NTU, and most of the toxic organic compounds were degraded or intercepted by the A1/A2/O followed MBR processes. In addition, parameters including COD, T-CN, total nitrogen, fluoride, chloride ion, hardness and conductivity were significantly reduced by the NF-RO system to a level suitable for industrial reuse, with a total water production ratio of 70.7%. However, the concentrates from the NF and RO units were highly polluted and should be disposed of properly or further treated before being discharged.