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1.
本文研究了分级进水对阶梯垂直流人工湿地处理生活污水效果的影响.在保持总水力负荷为100 mm/d的情况下,分别将总进水量的0%、10%、20%和30%用于湿地第2级阶梯的进水,分析了系统对化学需氧量(COD)和氮、磷的总去除率和沿程变化.结果表明,不同分级进水比例条件下人工湿地对COD和总磷(TP)的去除率差异不明显,COD和TP的最高去除率分别为87.80%和81.17%,COD的去除主要集中在第1级,其贡献率平均为82.18%,TP的去除主要集中在第3级,贡献率平均为54.37%.分级进水对总氮(TN)去除率影响显著(P0.05),当2级进水比例为20%时,TN去除率最高,为61.70%±4.48%,且3个梯级对TN的去除贡献率分别为36.52%、42.11%和21.37%.相同组合形式的垂直流人工湿地处理生活污水的工程应用中,可根据需求设置20%左右的2级进水比例,以提高人工湿地对污染物的去除效果. 相似文献
2.
以污水厂尾水为处理对象,研究垂直流人工湿地在4种水力负荷(125、250、375和500 mm/d)条件下的周年净化效果,结果表明:秋季时系统的总氮去除率最高,冬季则显著降低;温度为10℃、溶解氧浓度为1.1 mg/L是反硝化强度显著降低的关键拐点;总磷在冬季较其他季节净化效果高;125 mm/d水力负荷下CODCr去除率显著高于其他水力负荷,冬季CODCr去除率显著降低,而其他水力负荷及季节下的去除效果没有显著差异;当湿地以高去除率为目标时,最佳水力负荷为125 mm/d;当湿地以地表水水环境质量Ⅴ类标准为目标时,最佳水力负荷为375 mm/d;当湿地以污染物去除量为目标时,最佳水力负荷为500 mm/d.综合推荐375 mm/d为最佳水力负荷. 相似文献
3.
微曝气生态浮床净化入湖河口污染河水原位模型实验 总被引：5，自引：1，他引：4
针对污染河水黑臭缺氧、NH_4~+-N含量高等问题,研发了一种"漂浮载体悬挂弹性生物膜填料+水生植物并辅以人工微曝气系统"的微曝气生态浮床系统.通过原位模型实验,研究了其在大清河入湖河口对污染河水的净化效果,当水力负荷为1500mm/d时,对TN和NH_4~+-N的平均去除率分别为81.1%、91.3%,对TP的平均去除率为72.7%,对PO_4~(3-)-p的平均去除率为92.5%,对有机物亦有较强的去除能力;处理1m~3水需要的曝气费用约为0.007元.微曝气生态浮床系统整体运行稳定、去除效率高、能耗低,适合流水环境,可直接在污染河道和人湖河口区对污染河水进行自流净化. 相似文献
4.
低溶氧生物膜反应器对城郊低浓度混合污水进入湿地前的预处理 总被引：1，自引：0，他引：1
采用低溶氧生物膜反应器对滇池北岸村镇混合污水进行预处理,旨在去除难以自然沉淀的固体污染物,便于后续湿地深度净化.以小试规模在现场自然条件下进行了12个月的连续动态模拟实验,结果表明,水力负荷3-12m31/(m2d)、气水比为1:1-2:1、DO浓度基本维持在O.1-2.Omg/L时,生物膜反应器对污水中有机物能够有效去除,进水COD负荷低于0.58kg/(m3d的情况下.去除率可稳定在60%以上.低溶氧条件下生物膜脱落缓慢,膜厚度达到 800pm,增强了对进水SS的拦截、吸附作用.SS平均去除率达到了90.7%.实验发现低溶氧条件下系统对氮、磷仍具有一定的去除效果.降低曝气量后运行能耗明显减小,以4000t/d的处理规模计算,运行费用在0.05-0.1元/t尽管混合污水中COD、SS浓度波动范围大,但反应器出水及生物膜的生长都能保持相对稳定,为后续湿地系统的稳定运行提供了保障,试验为滇池流域城郊水污染控制提供了新的技术途径与应用参考. 相似文献
5.
利用生物膜强化表流湿地处理农村生活污水的试验 总被引：1，自引：0，他引：1
针对农村生活污水难以集中处理的问题,提出了采用生物膜强化表流湿地工艺就地进行农村生活污水处理的方法,并对其进行试验研究.结果表明:在表流湿地表面设置生物膜载体后,系统的水质净化能力提高,处理负荷较高的条件下(CODCr:657.27 mg/L、TN:26.27 mg/L、TP:8.66 mg/L和SS:276 mg/L),处理效果显著提高.在效果明显的试验组中,生物膜设置后系统对TN、TP、CODCr的去除率分别提高了21.64%、16.24%、19.12%.另外,通过对系统中微生物的检测发现,生物膜载体的引入对湿地系统本身影响不大,系统水质净化能力的提高主要源于载体上微生物的增加.该方法在未增加系统占地面积的情况下提高了水质净化能力,为解决农村生活污水处理难的问题提供了新的思路. 相似文献
6.
云南抚仙湖窑泥沟复合湿地的除氮效果 总被引：11，自引：3，他引：8
为了延缓抚仙湖局部湖湾水体富营养化趋势,在北岸建设了净化面积1hm2.的复合人工湿地.综合利用生物氧化塘、水平潜流湿地和表面流湿地治理技术,对入湖河道窑泥沟污水中氮的去除效果进行了试验研究.试验结果表明,湿地系统的除氮效果十分明显,水力负荷年平均为437mm／d,氮负荷年平均为3.315 g／(m2·d),湿地系统氮滞留量年平均为1.91g／(m2·d).其中,通过植物吸收同化作用除氮量为0.142g／(m2·d),占总氮滞留量的7.5％左右.湿地系统对污水中硝酸盐及亚硝酸盐氮(NOX-)、氨氮(NH4+)、有机氮(TON)和总氮(TN)的去除率年平均分别为62.7％、53.8％、62.4％和57.5％.在湿地系统各功能区中,表面流人工湿地除氮效果最佳,氮去除率年平均为39.4％,硝化和反硝化作用均较强;生物净化塘除氮效果次之,氮去除率年平均为18.5％;潜流人工湿地氮去除率年平均为10.6％;沉淀池中氮去除率年平均只有3.6％. 相似文献
7.
基于植物昼夜释氧变化规律的复合垂直流人工湿地氮形态 总被引：1，自引：1，他引：0
为了研究植物根系释氧规律对人工湿地中硝化与反硝化作用的影响,采用传统连续运行方式及根据释氧规律调节的新型运行方式(白天连续进水、夜间停水),在复合垂直流人工湿地小试系统中进行实验,采用代表性的挺水植物香蒲作为湿地植物,水力负荷为0.71 m3/(m2.d).结果表明:系统内白天以好氧的硝化作用为主,夜间以厌氧、缺氧的反硝化作用为主,且在新型运行方式下,系统内白天亚硝酸盐氮累积量为传统运行方式的5倍,硝酸盐氮累积量为其2倍,夜间亚硝酸盐氮和硝酸盐氮减少量又分别比传统运行方式高64%和26%.这说明在新型运行方式下,人工湿地脱氮效果优于传统运行方式. 相似文献
8.
磷素在湖滨湿地基质-上覆水界面中的迁移过程 总被引：2，自引：0，他引：2
以抚仙湖流域马料河湖滨湿地基质为研究对象,进行了低浓度(P≤3.0mg/L)负荷条件的吸附动力学试验;以及低、高浓度磷的吸附等温线试验,结果表明,在初始磷浓度为0.02mg/L、0.03mg/L时,基质存在磷释放现象,当初始浓度增加到0.05mg/L时,基质开始吸附磷,24h后吸附趋于平衡状态,以一元线性回归法对上述基质的吸附等温线进行了Freundlich模型和Langmuir模型的回归分析,在此基础上,进行了高初始浓度下上覆水与基质振荡24h后基质对磷的吸附试验,结果表明在高浓度下,基质样品可在24h内释放原来吸附的大部分磷量. 相似文献
9.
冷季不同植物人工湿地处理生活污水的工程实例分析 总被引：2，自引：0，他引：2
本实验以亚热带地区福建省永春县农村生活污水作为处理对象,选取10种湿地植物,构建具有不同植物类型的表面流人工湿地的实例工程,比较不同植物配置人工湿地的处理能力,以及湿地植物的生物量和植物体内氮、磷累积能力.研究结果表明,水龙和美人蕉人工湿地具有较高的铵态氮去除能力,去除率可分别达到76.7%和87.7%;两者同时也对总氮表现出较好的去除效果,尤其是美人蕉人工湿地在冬季节对总氮的去除率可维持在80.3%以上;2014年初冬季节实验结果表明,水龙还具有一定的总磷去除能力,去除率可达到69.0%.水龙和美人蕉具有较大的生物量,其单位面积干重可分别达到0.46和0.30 kg/m~2,又能较好地积累氮、磷元素,其体内氮含量可分别达到6.43和4.60 g/m~2,磷含量可分别达到0.50和1.01 g/m~2.综上所述,种植水龙和美人蕉的人工湿地总体处理效果较好,同时又能更多地积累氮、磷元素,且具有更大的生物量,可选为相对适宜用于处理生活污水的适合亚热带地区应用的人工湿地植物. 相似文献
10.
以湿地植物菖蒲为研究对象,在水培条件下观察3个浓度梯度的氮磷污水(处理组1、2、3依次为N:40 mg/L、P:4 mg/L;N:80 mg/L、P:8 mg/L;N:120 mg/L、P:12 mg/L)对其胁迫后的根系释氧和通气组织的变化规律,研究发现高氮磷胁迫明显抑制菖蒲株高和根系长度的生长,减少植物根系数量;高氮磷胁迫还可以增加植物根系释氧量和促进根系通气组织形成,由于根系长度和数量的减少,处理组的根系释氧总量不及对照组;高氮磷胁迫不改变菖蒲根系释氧趋势,根尖最大,离根尖越远释氧越小.研究还发现,根尖释氧量大小和通气组织呈正相关,根基和根中部释氧量与通气组织关系不显著,说明植物通气组织的形式更有利于根尖释氧. 相似文献
11.
城市污染河道沉积物可提取态氮的提取方式比较 总被引：4，自引：0，他引：4
以城市污染河道——南京仙林大学城九乡河表层沉积物为研究对象,探讨沉积物常用提取剂(1 mol/L KCl、2 mol/L KCl、4 mol/L KCl和0.01 mol/L CaCl2)在不同液土比(5∶1、10∶1、50∶1和100∶1)条件下,对城市污染河道沉积物可提取态氮(NH4+-N、NO3--N)测定的影响.结果表明:KCl的提取效果要优于CaCl2,二者NH4+-N提取量分别为312.17～479.23、177.52～339.31 mg/kg,NO3--N提取量分别为4.49～21.56、4.25～8.53 mg/kg;可提取态氮提取量随液土比增高而增大,其中1 mol/L KCl组,液土比100∶1时NH4+-N和NO3--N提取量分别比液土比5∶1时增加41.97%和187.08%;NH4+-N提取量随提取剂浓度增高而增大,NO3--N随提取剂浓度增高而降低;采用1 mol/L KCl提取剂、液土比100∶1的组合联合提取城市污染河道沉积物中的NH4+-N、NO3--N,提取效果较好. 相似文献
12.
高效净化氮磷污水的湿地水生植物筛选与组合 总被引：14，自引：2，他引：12
抚仙湖流域未进行生态修复的磷矿废弃地面积142×10^4m^2,对磷矿废弃地污染物流失量和区域内径流污染物含量进行调查观测,并提出磷矿废弃地水污染防治对策．富磷矿石剖面和堆土场在风化作用和降雨淋溶作用下,大量氟、磷等元素释放,造成磷矿区内地表径流和地下渗流污染结合实测的磷矿废弃地面积和土柱淋溶实验得到的污染物淋溶量,估算得到磷矿废弃地每年F和TP的淋溶流失量为60．65t／a和2734t／a,随地表径流迁移进入抚仙湖的F和TP分别为22．58t／a和7．27t／a由此可见,磷矿开采是抚仙湖的一个持久污染源,对湖泊营养化演变进程起了推动作用。 相似文献
13.
Luo Liancong Qin Boqiang Zhu Guangwei Sun Xiaojing Hong Dalin Gao Yajun Xie Rui 《中国科学D辑(英文版)》2006,49(1):186-192
A wave flume experiment was conducted to study nutrient fluxes at water-sediment interface of Meiliang Bay under different hydrodynamic conditions. The results reveal that hydrodynamics has remarkable effects on nutrient fluxes in this area. With a bottom wave stress of 0.019 N m?2 (equivalent to disturbance caused by wind SE 5–7 m s?1 at the sediment sample site of Meiliang Bay), the fluxes of TN, TDN and NH4 +-N were separately 1.92 × 10?3, ?1.81 × 10?4 and 5.28 × 10?4 mg m?2 s?1 (positive for upward and negative for downward), but for TP, TDP and SRP, the fluxes were 5.69 × 10?4, 1.68 × 10?4 and ?1.29 × 10?4 mg m?2 s?1. In order to calculate the released amount of nutrients based on these results, statistic analysis on the long-term meteorological data was conducted. The result shows that the maximum lasting time for wind SE 5–7 m s?1 in this area is about 15 h in summer. Further calculation shows that 111 t TN, 32 t NH4 +-N, 34 t TP and 10 t TDP can be released into water (the sediment area was 47.45% of the whole surface area), resulting in concentration increase of 0.025, 0.007, 0.007 and 0.002 mg L?1 separately. With stronger disturbance (bottom wave stress is 0.217 N m?2 which is equivalent to disturbance caused by wind SE 10–11 m s?1 at the same site), there has been significant increase of nutrient fluxes (1.16 × 10?2, 6.76 × 10?3, 1.14 × 10?2 and 2.14 × 10?3 mg m?2 s?1 for TN, DTN and NH4 +-N and TP). The exceptions were TDP with flux having a decrease (measured to be 9.54 × 10?5 mg m?2 s?1) and SRP with flux having a small increase (measured to be 5.42 × 10?5 mg m?2 s?1). The same statistic analysis on meteorological data reveal that the maximum lasting time for wind SE 10–11 m s?1 is no more than 5 h. Based on the nutrient fluxes and the wind lasting-time, similar calculations were also made suggesting that 232 t TN, 134.9 t TDN, 228 t NH4 +-N, 42.7 t TP, 2.0 t TDP and 1.1 t SRP will be released from sediment at this hydrodynamic condition resulting in the concentration increases of 0.050, 0.029, 0.049, 0.009, 0.0004 and 0.0002 mg L?1. Therefore in shallow lakes, surface disturbance can lead to significant increase of nutrient concentrations although some components in water column had negative flux with weak disturbance (e.g. TDN and SRP in this experiment). In this case, sediment looks to be a source of nutrients. These nutrients deposited in sediment can be carried or released into water with sediment resuspension or changes of environmental conditions at water-sediment interface, which can have great effects on aquatic ecosystem and is also the characteristics of shallow lakes. 相似文献
14.
Transport of nitrogen in soil water following the application of animal manures to sloping grassland
Abstract A field experiment was conducted on a sloping grassland soil in southwest England to investigate the downslope transport of nitrogen in soil water following the application of cattle manure, slurry and inorganic fertilizer. Transport of nitrogen (N) species was monitored on hydrologically isolated plots. Manure (50 t ha?1), slurry (50 m3 ha?1) and fertilizer (250 kg N ha?1) were applied in February/March 1992. Subsurface water movement, by both matrix and preferential flow, was the dominant flow route during the experiment. Subsurface and surface nutrient flow pathways were monitored by analysing soil water and surface runoff for NO3-N, NH4-N and total N. Subsurface flow chemistry was dominated by NO3-N, with concentrations usually between 2 and 5 mg NO3 ?N dm?3. Differences between fertilizer and manure treatments and the untreated control were not significant. Significantly elevated NO3-N concentrations were observed in soil water in the buffer zone, indicating the importance of a buffer zone at least 10 m wide between manure spreading zones and an adjacent water course. 相似文献
15.
曝气充氧对城市污染河道内源铵态氮释放的控制 总被引：3，自引：1，他引：2
以城市污染河道沉积物和上覆水为研究对象,利用模拟实验方法,探讨不同曝气充氧方式(水曝气EW、底泥曝气ES)对污染河道內源铵态氮(NH4+-N)释放的影响.研究结果发现:从间隙水和沉积物中NH4+-N的削减效果来看,底泥曝气均要优于水曝气;实验结束后,底泥曝气组沉积物与间隙水中NH4+-N含量分别减少63.39%和43.33%,水曝气组分别减少了7.54%和13.98%;从沉积物-水界面NH4+-N的扩散通量变化来看,水曝气组界面通量高于对照组,其变化规律与对照组相似;底泥曝气组沉积物-水界面NH4+-N扩散通量变化过程完全不同于其它两组,在整个试验周期内(除第5 d以外),底泥曝气组的通量低于水曝气组,在第15 d最低,为13.73 mg/(m2.d),仅为水曝气组和对照组的14.68%和19.93%,表明底泥曝气组沉积物NH4+-N的释放潜力低于水曝气组沉积物. 相似文献
16.
The persistence of inorganic nitrogen is assessed in a set of 21 septic system plumes located in Ontario, Canada, that were studied over a 31-year period from 1988 to 2019. In the plume zones underlying the drainfields, site mean NO3− values averaged 34 ± 27 mg N/L and exceeded the nitrate drinking water limit (DWL) of 10 mg N/L at 16 of 21 sites. In plume zones extending up to 30 m downgradient from the drainfields, site mean NO3− values averaged 24 ± 20 mg N/L and exceeded the DWL at 9 of 13 sites. Site mean total inorganic nitrogen (TIN; NH4+ + NO3− − N) removal averaged 34 ± 26% in the drainfield zones and 36 ± 44% in the downgradient plume zones, indicating that much of the removal occurred within the drainfields. Removal was much higher at nine sites where drainfield TIN included >10% NH4+ (62 ± 25% removal). TIN removal was not correlated with wastewater loading rate, system age, or sediment carbonate mineral content, but was correlated with water table depth, where shallower water table sites had generally less complete wastewater oxidation. At many of these sites, both NO3− and NH4+ were present together in the plumes and were lost concomitantly, suggesting that the anammox reaction was making an important contribution to the observed TIN loss. When groundwater nitrate contamination is a concern, considering on-site treatment system designs that lead to a lesser degree of wastewater oxidation, could be a useful approach for enhancing N removal. 相似文献
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18.
Kaan Yetilmezsoy Zehra Sapci-Zengin 《Stochastic Environmental Research and Risk Assessment (SERRA)》2009,23(1):13-26
A three-layer Artificial Neural Network (ANN) model (9:12:1) for the prediction of Chemical Oxygen Demand Removal Efficiency
(CODRE) of Upflow Anaerobic Sludge Blanket (UASB) reactors treating real cotton textile wastewater diluted with domestic wastewater
was presented. To validate the proposed method, an experimental study was carried out in three lab-scale UASB reactors to
investigate the treatment efficiency on total COD reduction. The reactors were operated for 80 days at mesophilic conditions
(36–37.5°C) in a temperature-controlled water bath with two hydraulic retention times (HRT) of 4.5 and 9.0 days and with organic
loading rates (OLR) between 0.072 and 0.602 kg COD/m3/day. Five different dilution ratios of 15, 30, 40, 45 and 60% with domestic wastewater were employed to represent seasonal
fluctuations, respectively. The study was undertaken in a pH range of 6.20–8.06 and an alkalinity range of 1,350–1,855 mg/l
CaCO3. The concentrations of volatile fatty acids (VFA) and total suspended solids (TSS) were observed between 420 and 720 mg/l
CH3COOH and 68–338 mg/l, respectively. In the study, a wide range of influent COD concentrations (CODi) between 651 and 4,044 mg/l in feeding was carried out. CODRE of UASB reactors being output parameter of the conducted anaerobic
treatment was estimated by nine input parameters such as HRT, pH, CODi concentration, operating temperature, alkalinity, VFA concentration, dilution ratio (DR), OLR, and TSS concentration. After
backpropagation (BP) training combined with principal component analysis (PCA), the ANN model predicted CODRE values based
on experimental data and all the predictions were proven to be satisfactory with a correlation coefficient of about 0.8245.
In the ANN study, the Levenberg-Marquardt Algorithm (LMA) was found as the best of 11 BP algorithms. In addition to determination
of the optimal ANN structure, a linear-nonlinear study was also employed to investigate the effects of input variables on
CODRE values in this study. Both ANN outputs and linear-nonlinear study results were compared and advantages and further developments
were evaluated. 相似文献
19.
S. Krner 《洁净——土壤、空气、水》1997,25(1):34-40
Nutrient and Oxygen Balance of a Highly Polluted Treated Sewage Channel with Special Regard to the Submerged Macrophytes The changes of the concentrations of inorganic nitrogen compounds, orthophosphate, and oxygen were measured in the flowing wave along the flowing stretch of the Berlin treated sewage channel Wuhle monthly over a period of two years (1993/94) to estimate the nutrient and oxygen balances. This treated sewage channel is rich in nutrients and densely covered with submerged macrophytes. During the period of investigation in 1993 (1994), the effluent of the sewage treatment plant Falkenberg, which is lacking in adjustable nitrification and denitrification. contained in average 16.1 (12.7) mg/L of NH-N, 13.7 (9.4) mg/L of NO3?-N. 0.94 (0.69) mg/L of NO-N. and 0.36 (0.26) mg/L of PO-P. Due to the neglectable influence of other processes like nutrient uptake by submerged macrophytes and algae, desorption of ammonia or dilution, the changes of the concentrations of the inorganic nitrogen compounds are mainly influenced by nitrification and denitrification. The nitrification is mainly done by sessile nitrifiers in the treated sewage channel Wuhle. The nitrification rates. calculated from the decrease of the ammonium concentrations, were between 0.5 and 20 g/(m2d) related to the flowing stretch area. The ammonium concentrations decreased along the flowing stretch in average by 20 to 44%. The highest nitrification rates could be found at the stretches with a dense colonization with submerged macrophytes and a good oxygen supply due to low water depth and high flowing velocities. The denitrification rates, calculated from the decrease of the total of the concentrations of the inorganic nitrogen compounds, were between 0.5 and 23 g/(m2d) related to the flowing stretch area. The total loss of nitrogen due to denitrification was between 10 and 20% along the flowing stretch of the treated sewage channel Wuhle. This corresponds to a total amount of up to 530 kg nitrogen per day. The main part of the phosphorus occured as orthophosphate in concentrations between 0.04 and 0.87 mg/L of PO-P in the effluent of the treatment sewage plant Falkenberg. The orthophosphate concentration changed along the flowing stretch mostly in such a manner that it were at the same level at the end of the flowing stretch at the mouth into the river Spree. The self-purification capacity of the channel does not lead to a relevant reduction of the very high nutrient load under the present conditions. The rates of the photosynthetic production (P) and the community respiration (R) were calculated from the rates of the total changes of oxygen with regard to the physical aeration. The rates of the photosynthetic production were between 0 and 33 g/(m2d), the rates of the community respiration between 15 and 75 g/(m2d). Therewith, the Wuhle treatment sewage channel belongs to the very productive waters. A positive balance (P > R) could only be measured on two segments in May. The rates of oxygen production depend on the ratio width to depth of the water. It is possible that the positive influence of the submerged macrophytes on the oxygen balance also at higher biomasses than 250 g/m2 (as dry weight) predominates at the segments with a favourable ratio. The portion of the oxygen input through diffusion along the flowing stretch and at the weirs was 30%, respectively, that of the photosynthic production 40% in summer. The rates of community respiration decreased along the flowing stretch by 50 to 90%. The nitrification had the main portion of the oxygen depletion in the Wuhle treated sewage channel with 60…80%. Despite the high biomass, the respiration of the submerged macrophytes had only a small portion of the total oxygen depletion. Nevertheless, the submerged macrophytes contributed to the nearly total oxygen depletion at the most densely covered segment 2 at night. The decrease of the content of particular organic material and the ammonia concentrations at the effluent of the sewage treatment plant, a diminishing of the biomass of submerged macrophytes by shading, and the widening of a few flowing stretches are demanded for the improvement of the oxygen balance of the Wuhle treated sewage channel. 相似文献