共查询到18条相似文献,搜索用时 140 毫秒
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实验针对间歇投配污水的生物渗滤池处理生活废水的一些基本运行参数进行了优化研究。通过对生物渗滤池的出水量、不同填料性质、不同填料粒径以及不同进水水质与污染物(COD)去除率影响的研究,证实该系统的水力负荷与污染物去除率成反向关系,即当水力负荷减少时,污染物去除率会相对增加;研究还表明选用粒径为0.9~2mm自然河沙作为系统填料时,系统COD去除率较高,这时填料不易被堵塞且即使堵塞也较易恢复;运用生物渗滤池处理城市生活污水能使处理后污水COD达到城镇污水处理厂出水排放标准的一级标准。提高污水中营养物质的配比以及采用多级生物渗滤池联用,能高效处理高浓度污水,甚至使出水达标排放。 相似文献
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试验证明了采用喷淋渗滤法处理采池污水的可行性,提出了完善船上污水治理设施的具体方案。该工艺悬浮物去除率高;处理设施不占土地,强化平整尾矿堆,有利复田;投资少,操作方便,服务年限长;水循环利用率高。 相似文献
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土壤渗滤法工艺运行中的主要问题及其缓解方案 总被引:2,自引:0,他引:2
土壤渗滤污水净化系统充分利用了土壤-植物-微生物系统的净化能力,既可去除有机污染物,又可去除造成水体富营养化的氮、磷等污染物,特别适用于没有完善污水管网系统的地区.土壤渗滤法工艺在运行中可能会出现土壤堵塞、氧气缺乏、出水超标等问题.增设沉淀设施、确定合理的水力负荷可以缓解土壤堵塞问题;干湿交替运行和曝气预处理复氧可以缓解系统氧气缺乏的问题;粉末活性炭和臭氧氧化预处理及硝化预处理可以进一步提高出水水质.同时土壤渗滤法工艺在运行中应尽可能考虑系统对周边环境的影响. 相似文献
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蚯蚓与污水土地处理试验研究 总被引:23,自引:0,他引:23
本研究将蚯蚓--土壤床作为污水处理的一种试验装置。试验对蚯蚓的耐水能力,蚯蚓负荷、污水浓度以及渗滤速度等因素对污水处理效果的影响了初步研究,结果表明:采用合理的间歇运行引养殖污水土地处理是可行的,系统的去除率随渗滤速度的增加而降低;蚯蚓的存在能提高土壤对氮的吸附能力,提高污水处理脱氧效果。 相似文献
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The accumulation of organic matter in substratum pores is regarded as an important factor causing clogging in the subsurface flow constructed wetlands.In this study,the developing process of clogging separately caused by biofilm growth and organic particles accumulation instead of total organic matter accumulation was investigated in two groups of lab-scale vertical flow constructed wetlands (VFCWs) fed with glucose (dissolved organic matter) and starch (particulate organic matter) influent.Results showed that the growth of biofilms within the substratum pores certainly caused remarkable reduction of effective porosity,especially for the strong organic wastewater,whereas its influence on infiltration rate was negligible.It was implied that the most important contribution of biofilm growth to clogging is accelerating the occurrence of clogging.In comparison with biofilm growth,particles accumulation within pores could rapidly reduce infiltration rate besides effective porosity and the clogging occurred in the upper 0-15 cm layer.With approximately equal amount of accumulated organic matter,the effective porosity of the clogged layer in starch-fed systems was far less than that of glucose-fed systems,which indicated that composition and accumulation mode of the accumulated organic matter played an important role in causing clogging besides the amount.According to the results,some related methods to prevent and recover the clogging phenomenon were suggested. 相似文献
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Clogging processes caused by biofilm growth and organic particle
accumulation in lab-scale vertical flow constructed wetlands 总被引:1,自引:0,他引:1
The accumulation of organic matter in substratum pores is regarded as an important factor causing clogging separately in the
subsurface flow constructed wetlands. In this study, the developing process of clogging caused by biofilm growth or organic particle
accumulation instead of total organic matter accumulation was investigated in two groups of lab-scale vertical flow constructed wetlands
(VFCWs), which were fed with glucose (dissolved organic matter) and starch (particulate organic matter) influent. Results showed that
the growth of biofilms within the substratum pores certainly caused remarkable reduction of e ective porosity, especially for the strong
organic wastewater, whereas its influence on infiltration rate was negligible. It was implied that the most important contribution of
biofilm growth to clogging was accelerating the occurrence of clogging. In comparison with biofilm growth, particles accumulation
within pores could rapidly reduce infiltration rate besides e ective porosity and the clogging occurred in the upper 0–15 cm layer.
With approximately equal amount of accumulated organic matter, the e ective porosity of the clogged layer in starch-fed systems was
far less than that of glucose-fed systems, which indicated that composition and accumulation mode in addition to the amount of the
accumulated organic matter played an important role in causing clogging. 相似文献
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垂直潜流人工湿地堵塞及其运行效果影响研究 总被引:3,自引:0,他引:3
在净化猪场沼液中开展了垂直潜流人工湿地堵塞过程及其运行效能变化的研究.结果表明,人工湿地堵塞的主要成因是由于填料层中不可滤过性物质的积累所致.不可滤过性物质是由有机物和无机物组成,且大部分不可滤过性物质的粒径均超过5.00 μm.填料层的孔隙率和水力传导系数均随系统运行时间的延长而减小,而填料层中被截留物质的含量则随系统运行时间的延长而增大,其空间变化特征均受到了系统中水力流态的影响;当系统HLR为0.02m3/(m2·d)时,VSSF在运行1380d后对猪场沼液的净化开始恶化,系统对COD、TSS、TN、NH4+-N和TP的去除率分别降至37.31%、57.82%、20.80%、32.13%和51.18%. 相似文献
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构建湿地堵塞问题的研究 总被引:19,自引:3,他引:16
研究了复合垂直流构建湿地(IVCW)中与填料堵塞相关的填料粒径、渗透性能、有机质含量等因素的变化.经过颗粒分析得知填料粒径在2~5mm间,运用自制的砂样管对填料进行原位采样,渗透试验结果表明IVCW填料层的渗透系数随填料深度的增加而增加.IVCW填料各层中,渗透系数最小值存在于表层以下15~30cm处.IVCW系统运行52个月后,仅填料表面至15cm深处有少量有机质存在,15cm深度以下有机质含量极少,表明IVCW系统运行稳定,未出现堵塞现象.文中通过分析填料堵塞的影响因素提出相应的预防措施和对策. 相似文献
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PAC-SBR生物处理工艺在上海桃浦污水处理厂的应用 总被引:2,自引:0,他引:2
序批式活性污泥法由于能够产生有效的生物选择压,使降解目标有机物的微生物大量繁殖,且易于进行自控管理,因而在本世纪70年代受到世界各国的广泛重视,并进行了系统的研究.本文介绍投加活性炭于SBR中形成的PAC-SBR处理工艺在处理桃浦污水厂工业污水中的应用. 相似文献
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土地快速渗滤处理啤酒废水的土柱模拟试验 总被引:4,自引:1,他引:4
对啤酒废水进行了模拟土地快速渗滤处理的试验研究。模拟土柱经10个淹水期的生化培养期,其CODcr去除率达96%左右,BOD_5可达98%以上,且去除效果主要集中于系统上部约100cm厚的土层内。此外,还研究了影响快速渗滤系统净化效果的主要因素及其水力负荷周期、水力负荷率。 相似文献
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矿化垃圾生物反应床堵塞问题探讨 总被引:2,自引:0,他引:2
针对矿化垃圾生物反应床处理渗滤液的堵塞问题,研究并探讨了堵塞原因和堵塞治理、预防措施。结果表明:渗滤液中有机悬浮物在矿化垃圾表层的截留与吸附是造成矿化垃圾反应床堵塞的主要原因之一。在该文试验条件下,二级串联工艺中,第一级反应床的表层总有机碳含量随时间的延长而增加,总有机碳从最初的9.4%提高到发生堵塞时的10.7%;而中部垃圾的总有机碳含量则维持在9.4%~9.5%。第二级反应床表层和中部垃圾的总有机碳分别维持在9.2%~9.5%和9.0%~9.4%,未发生明显变化。通过矿化垃圾累计降解污染物的量,提出了矿化垃圾极限负荷和临界负荷的概念。 相似文献