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131.
缺氧MBBR耦合部分厌氧氨氧化强化城市生活污水深度脱氮 总被引:5,自引:4,他引:1
缺氧MBBR是强化传统城市污水处理系统脱氮的一种方法,本研究通过向城市污水后置反硝化SBR中投加填料构建了缺氧双污泥系统,实现了城市生活污水部分厌氧氨氧化深度脱氮.在250d的运行中脱氮性能逐渐提高并实现稳定,出水总氮在5 mg·L~(-1)左右. 211~250 d的平均硝氮、氨氮和总氮去除率分别为(97. 7±2. 9)%、(93. 3±2. 9)%和(94. 3±2. 7)%.长期运行中观测到氨氮和硝氮的同步去除.针对氨氮去除途径进行分析,系统同化、硝化作用微弱.缺氧MBBR中存在厌氧氨氧化活性且对脱氮有不可忽视的作用.实时定量PCR结果进一步说明缺氧MBBR中厌氧氨氧化菌富集,特别是缺氧填料生物膜中厌氧氨氧化菌丰度由初始的4. 37×10~7copies·g~(-1)增长到了2. 28×10~(10)copies·g~(-1).本研究表明缺氧填料生物膜在厌氧氨氧化的富集强化城市污水深度脱氮中或许具有可应用的潜能. 相似文献
132.
Kelly Kibler Desiree Tullos Mathias Kondolf 《Journal of the American Water Resources Association》2011,47(2):408-423
Kibler, Kelly, Desiree Tullos, and Mathias Kondolf, 2011. Evolving Expectations of Dam Removal Outcomes: Downstream Geomorphic Effects Following Removal of a Small, Gravel‐Filled Dam. Journal of the American Water Resources Association (JAWRA) 1‐16. DOI: 10.1111/j.1752‐1688.2011.00523.x Abstract: Dam removal is a promising river restoration technique, particularly for the vast number of rivers impounded by small dams that no longer fulfill their intended function. As the decommissioning of small dams becomes increasingly commonplace in the future, it is essential that decisions regarding how and when to remove these structures are informed by appropriate conceptual ideas outlining potential outcomes. To refine predictions, it is necessary to utilize information from ongoing dam removal monitoring to evolve predictive tools, including conceptual models. Following removal of the Brownsville Dam from the Calapooia River, Oregon, aquatic habitats directly below the dam became more heterogeneous over the short term, whereas changes further downstream were virtually undetectable. One year after dam removal, substrates of bars and riffles within 400 m downstream of the dam coarsened and a dominance of gravel and cobble sediments replaced previously hardpan substrate. New bars formed and existing bars grew such that bar area and volume increased substantially, and a pool‐riffle structure formed where plane‐bed glide formations had previously dominated. As the Brownsville Dam stored coarse rather than fine sediments, outcomes following removal differ from results of many prior dam removal studies. Therefore, we propose a refined conceptual model describing downstream geomorphic processes following small dam removal when upstream fill is dominated by coarse sediments. 相似文献
133.
以自行设计的反应器作为生态滤床的基础,采用活性污泥作为接种污泥,采用轻质陶粒作为生态滤床的滤料,对其进行挂膜.在整个挂膜过程中,温度控制在中温条件下,进水pH值控制在7左右,水力停留时间为24 h,进水方式为连续进水,并根据需要对曝气量进行调节.在挂膜过程中对进、出水的COD、NH_3-N、TP、Cl~-和pH进行检测,并刮取少量轻质陶粒上的生物膜制成镜检切片后用多媒体显微镜对生物膜的形态进行观察.研究结果表明,在中温条件下采用活性污泥作为接种污泥,以轻质陶粒为滤料的生态滤床在15 d内挂膜成功;且随着进水污染负荷的提高,其去除率也逐渐提高,其中COD的去除率最后稳定在95%左右,NH3-N的去除率稳定在85%左右,TP的去除率在挂膜后期达到了80%以上;Cl~-作为微生物所需的微量元素在微生物生长高峰期为50%,稳定期保持在20%左右;进水pH保持在7左右,出水pH略高于进水,在8左右;从第13 d和第15 d的切片可观察到轮虫这种象征生物膜成熟的微生物的出现,此外还有大量的丝状菌和菌胶团. 相似文献
134.
The disposal of sewage sludge from municipal waste water treatment plants is suffering from raising costs.The gasification is an alternative way of treatment, which can reduce the amount of solid residues that must be disposed from a water treatment plant. The produced gas can be used very flexible to produce electrical energy, to burn it very cleanly or to use it for upgrading.The gasification in the fluidised bed and the gas cleaning with the granular bed filter has shown successful operation. A demonstration plant in Balingen was set up in 2002 and rebuilt to a larger throughput in 2010. As a next step a demonstration plant was built in Mannheim and is now at the end of the commissioning phase. Nowadays the product gas is blended with biogas from sludge fermentation and utilized in a gas engine or combustion chamber to produce heat. In the future the process control for a maximized efficiency and the removal of organic and inorganic impurities in the gas will be further improved. 相似文献
135.
136.
Kristin Bunte Steven R. Abt 《Journal of the American Water Resources Association》2001,37(4):1001-1014
ABSTRACT: Improved sampling techniques are needed to increase the accuracy of pebble‐count particle‐size distributions used for stream studies in gravel‐bed streams. However, pebble counts are prone to operator errors introduced through subjective particle selection, serial correlation, and inaccurate particle‐size measurements. Errors in particle‐size measurements can be minimized by using a gravel template. Operator influence on particle selection can be minimized by using a sampling frame, 60 by 60 cm, in which sampling points are identified by the cross points of thin elastic bands. Serial correlation can be minimized by adjusting the spacing between the cross points and setting it equal to the dominant large particle size (=D95). In a field test in a cobble‐bed stream, the sampling frame developed in this study produced slightly coarser size distributions, particularly in the cobble range, than the traditional heel‐to‐toe walk that selects particles with a blind touch at the tip of the boot. The sampling frame produced more similar sampling results between two operators than heel‐to‐toe walks. The difference between the two sampling methods is attributed to an unbiased selection of fine and coarse particles when using the sampling frame. 相似文献
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139.
采用多孔聚合物载体固定化微生物在厌氧流化床(AFB)反应器中处理含硫废水,研究反应器抗硫化物(S2-)毒性抑制和抗硫酸盐毒性抑制的能力;探索解除 S2-毒性的方法.研究表明,当进料基质 COD浓度为 5000mg/L,HRT为5.2-5.4h,S2-<200mg/L时,反应器去除 COD效果不受影响,S2-350mg/L时,厌氧消化受到明显抑制,反应器可容忍530mg/L S2-浓度而未造成消化系统的破坏;SO42-浓度高达3521mg/L,COD去除率仍可达77%-80%,但SO42-去除率明显下降;当COD/SO42-的比值大于1.45时,硫酸盐还原菌和产甲烷菌的生长未受到明显抑制,此时容积负荷为22-24kgCOD/(m3>·d),COD去除率为80%,SO42-去除率为58.8%;向反应器投加适量FeCl2可很好地解除S2-的抑制. 相似文献
140.
在日处理200t进口流化床垃圾焚烧炉上,进行烟气喷水降温加上喷消石灰粉末脱除尾气中的酸性气体HCl和SO2的试验研究,HCl和SO2浓度由布袋除尘器出口的在线气体分析仪测得,结果表明HCl和SO2的去除率在Ca/Cl摩尔比等于9时分别为80%和20%,说明该法消石灰利用率较低,宜改为半干法脱除HCl和SO2酸性气体,以便降低吸收剂用量,提高运行的经济性. 相似文献