水平潜流人工湿地堵塞初期微生物群落结构变化

为了寻找合适的湿地堵塞监测指标,文章通过运行4组湿地装置来模拟水平潜流人工湿地堵塞的过程,并研究人工湿地中微生物群落在湿地堵塞初期的响应。在人工湿地反应器运行过程中,定期监测基质过滤速率与人工湿地处理性能,包括化学需氧量(COD)、总氮(TN)和总磷(TP)去除效率,同时应用高通量测序技术测定并分析湿地反应器中微生物群落结构组成与多样性。结果表明:随着堵塞的形成,在4组人工湿地中,基质过滤速率和TP的去除效率持续下降,而COD和TN的去除效率分别为50%—85%和10%—20%; 16S rDNA测序结果表明堵塞会降低细菌群落的丰富度和多样性;人工湿地系统中的优势菌门主要是变形菌门(Proteobacteria)、厚壁菌门(Firmicutes)和绿弯菌门(Chloroflexi)等,且当湿地进入堵塞初期后,变形菌门丰度明显增加,具体表现为其门下的反硝化细菌属(Thauera、Zoogloea和Rhizobium)丰度显著增加,此外厚壁菌门和绿弯菌门的有机物降解菌属(Clostridium sensu stricto、Gracilibacter和Levilinea)的丰度也明显增加,这...     

波形潜流人工湿地污水处理的研究

波形潜流人工湿地包括水平流、上行流和下行流在内的混合流态,集合了潜流人工湿地和垂直流人工湿地的优点,优于传统潜流人工湿地。本文主要结合波形潜流人工湿地的特点,探讨波形人工湿地微生物群落结构及污染物去除机理,为强化波形潜流人工湿地的净化功能提供参考。     

测定潜流人工湿地根系生物量的新方法

设计了一种新方法研究潜流人工湿地植物根系的分布和生物量。采用自制的圆柱形的不锈钢网柱,安放在潜流湿地的碎石基质中,定期分层取出网柱内的碎石,可观察根系的分布特点;收获网柱内的根,可测定根系的生物量和生长量。网柱的直径20cm,高50cm,网孔直径1．80cm,不锈钢丝粗1．38mm。安装时,使网柱垂直,上端达碎石表面,下端靠近湿地床底。安装好后,装入碎石基质,观察测定时,把基质取出,观察完后,再把基质放回。用该方法,对碎石基质的潜流人工湿地中植物根系的分布和生物量进行了1a的实验测定,认为该方法是测定潜流人工湿地根系生长和分布的有效方法,它易于安装、测定方便、准确。7月和12月份两次测定的湿地根系生物量之和为331．8gm^-2,其中分布于0—5cm的根生物量为174．4gm^-2,5～15cm为142．1gm^-2,15cm以下为15．3gm^-2。种问根系生物量的差异很大,根系生物量最大的是美人蕉,为182．4gm^-2,最小的是水鬼蕉,为1．38gm^-2。根生物量似乎呈不同的季节格局,象草7月份根系生物量较大,而其他种12月份的较大。不同种根系生物量的垂直分布也有显著的差异,具根状茎的芦苇和较粗根的水鬼蕉以直径大于1mm的根为主,它们的根分布较深,而浅层根较少;象草、美人蕉和风车草,直径1mm以内的根占根生物量的80％以上甚至100％,它们的根分布较浅。     

潜流人工湿地在城市污水三级处理中的应用

采用页岩/钢渣强化潜流人工湿地作为城市污水处理厂三级处理工艺.结果表明:在平均水力负荷为0.32 m·d-1的条件下,当进水有机物(CODcr)、总氮(TN)、总磷(TP)平均浓度为33.9、15.1和1.57 mg·L-1时,出水CODcr平均浓度为13.6 mg·L-1去除率为60%,面积速率常数KA值为0.3 m·d-1温度对CODcr的去除影响不明显;出水TN浓度在5.4～14.3 mg·L-1之间波动,KA值为0.09～0.31 m·d-1,去除率受温度的影响较大,随着进水硝态氮比例的提高和运行时间的延长,湿地对TN的去除效率有上升趋势;稳定阶段出水TP浓度为0.6 mg·L-1去除率为50%,KA为0.26 m·d-1温度对,TP去除影响不大.     

潜流人工湿地中植物对氮磷净化影响效应的研究

采用潜流人工湿地系统,配制以NH⁺₄-N、NO^-₃-N和PO^3-₄-P为主要成分的模拟污水,通过间歇运行方式,考察了芦苇和小叶章的生长情况、生理生态学特性及其对污水中N、P净化效能的影响,并研究了植物对湿地系统pH变化、NO^-₃-N和NH⁺₄-N净化效率的影响。结果表明,当水力停留时间为7d时,小叶章和芦苇湿地对TN的去除率分别为65.1%和99.6%,去除负荷分别为1.66g · m^-3 · d^-1和2.53g · m^-3 · d^-1。小叶章和芦苇对去除TN的贡献率分别为14.7%、61.7%,对去除TP的贡献率分别为11.7%和12.9%;芦苇植株内N、P浓度分别为29.2mg/g和3.41mg/g。芦苇湿地的净化效能高于小叶章湿地。湿地系统中pH值先升高后降低的拐点可作为氨氧化反应结束的指示参数。     

柊叶和象草波式潜流人工湿地的对比研究

为探索柊叶和象草在人工湿地中的应用及其净化机理,该研究以柊叶和象草为人工湿地植物分别构建了波式潜流人工湿地系统,分析了柊叶和象草波式潜流人工湿地对生活污水中COD_(cr)、TN和TP的净化效果,观察了柊叶和象草两种植物在不同季节的生长状况。结果表明:经过15个月的连续运行,在表面水力负荷约0.3 m·d~(-1)的条件下,柊叶和象草波式潜流人工湿地平均去除率是COD_(cr)分别为66.1%和70.1%,TN分别为60.4%和63.7%,TP分别为74.1%和75.1%。两种植物生长良好,根系发达,象草的地上生物量是柊叶的2.1倍,地下生物量相当;冬季象草生长缓慢,柊叶部分叶片的四周干枯,但二者都不会枯亡。这说明两个人工湿地对COD_(cr)、TN和TP都具有较好的去除效果,但无显著性差异,柊叶和象草能明显提高潜流人工湿地的净化效果。     

三级串联垂直潜流人工湿地的脱氮性能及微生物学特征

探究了3种水力负荷(HLR)下三级串联垂直潜流人工湿地(T-VFCWs)对农村生活污水的处理效果,并解析了系统中的氮素转化机制.结果表明:当系统HLR由0.10增至0.20 m3·m-2·d-1时,T-VFCWs始终保持着对农村生活污水高效的处理效果,系统出水水质满足《城镇污水处理厂污染物排放标准》(GB 18918-...     

潜流-上行垂直流复合人工湿地对氮磷去除效果

研究了潜流-上行垂直流复合人工湿地工艺对NH4+-N、NO3--N、TN和TP的去除效果。在处理负荷为30 L.d-1,水力停留时间为4.8 d时,该工艺对NH4+-N、NO3--N、TN和TP具有良好的去除效果,平均去除率分别为95%、52%、79%和81%。对3种含氮化合物的去除效果可以根据运行时间分为两阶段,在两阶段中,对NH4+-N、NO3--N和TN的平均去除率分别为93%和99%,35%和98%,71%和98%。对TP的去除效果在整个试验过程中则保持稳定。     

人工湿地在生态城市建设中的作用

生态城市的建设依赖于科学利用有限资源。随着我国城市化进程加快,水体污染日益严重,加剧了水资源的短缺。人工湿地是利用生物自净功能,低投入、低运行费、低能耗的环保型的污水处理技术。不仅可进行水资源的循环利用,而且美化环境、保护生物多样性。本文分析提出,人工湿地是生态城市建设中水资源利用的最有效模式,应大力发挥人工湿地在我国生态城市建设中的作用。     

人工湿地去污模型的统一结构特征

通过对典型人工湿地去污模型的分析比较,提出了基于各模型微分方程而建立的统一去污模型。该模型能够将典型去污模型作为特例而导出,并能很好地解释这些模型之间的过渡关系。以潜流湿地中NH4^＋和BOD5的降解为例,对统一去污模型的应用情况进行了简单探讨,表明利用统一去污模型结构有助于深入揭示去污机理,从而提出更为精确的去污模型。     

Influence of Agapanthus africanus on nitrification in a vertical subsurface flow constructed wetland

The aim of this study is to evaluate the influence of Agapanthus africanus (A. africanus) on nitrification in a vertical subsurface flow constructed wetlands (VSSFs) system. Two lab-scale VSSFs were operated: a) one was planted with A. africanus (vertical flow planted, VFP), and b) the other was unplanted (vertical flow control, VFC). The operation strategy was divided into three phases and consisted of increasing the ammoniacal nitrogen loading rate (ALR) (Phase I: 1.4; Phase II: 2.4; Phase III: 4.4 g NH₄⁺-N·m^?2·d^?1). Nitrification was evaluated in the system at two different depths in the VSSFs (30.5 cm and 60.3 cm, from the top of the system).

The removal efficiencies of COD, BOD₅, TP, and PO₄^?3-P were above 40% in the VFP and VFC during all operation. The mean removal efficiencies of NH₄⁺-N were above 70%. Nitrification was the principal NH₄⁺-N removal mechanism in both systems and transformed more than 50% of the NH₄⁺-N to NO₃^?-N. In terms of the effect of A. africanus on NH₄⁺-N removal during the three operational phases, nonsignificant differences between the two VSSFs were noted (p > 0.05). Thus, A. africanus did not influence nitrification. Finally, the analysis at different depths showed that nitrification occurred in the upper 30.5 cm.     

Characterization of enterococci populations collected from a subsurface flow constructed wetland

Aims: The aim of this study was to identify and characterize the population of Enterococcus sp. in domestic wastewater as it flows through a constructed wetland. Methods and Results: Four hundred and eighty‐four Enterococcus isolates were collected from the inlet, various sites within and from the outlet of a plastic lined constructed wetland in College Station, TX. The wetland treated septic tank effluent that passed sequentially through two 1·89 m³ septic tanks and a 1·89 m³ pump tank allowing 48 l doses at a 24 l min^?1 rate. The Enterococcus isolates were identified to species using the commercial Biolog system. The 484 Enterococcus isolates were comprised of ten different species, including Enterococcus faecalis (30·6%), Enterococcus pseudoavium (24·0%), Enterococcus casseliflavus (12·8%), Enterococcus faecium (11·2%), Enterococcus mundtii (7·9%), Enterococcus gallinarum (6·2%), Enterococcus dispar (3·7%), Enterococcus hirae (2·1%), Enterococcus durans and Enterococcus flavescens both 0·8%. Of the 88 isolates collected from the inlet, only 9·1% of the isolates were identified as Ent. faecalis and Ent. pseudoavium (36·4%) was identified as the predominant species. Whereas of the 74 isolates collected from the outlet, the predominant species were identified as Ent. faecalis (29·7%). Species identification varied among sites within the wetland, but often Ent. faecalis was the predominant species. Conclusions: Our data suggest that while Ent. faecalis is the predominant species of Enterococcus found in domestic wastewater, the populations may shift during treatment as the wastewater flows through the constructed wetland. Significance and Impact of the Study: We found that shifts in Enterococcus species composition occurred during domestic wastewater treatment. This has implications for the identification of faecal pollution based on the presence of specific bacterial types associated with domestic wastewater.     

一种新型的人工湿地生态工程设计--以山东省南四湖为例

本文采用了一种新的人工湿地设计理念 ,将两种类型的人工湿地有机地 ,动态地结合起来 ,设计出一套具有生态恢复和生态净化功能的工程体系。依据对湖区现状调查结果 ,按照生态学和生态经济学的基本原理 ,以保证湿地生态系统结构与功能的完整性为主要目标 ,在对湖区进行重点规划的基础上 ,提出了重点地段生态工程建设的设计方案 ,并对方案的预期目标进行了讨论     

人工湿地处理农业径流的研究进展

人工湿地（CW）是独特的土壤-植物-微生物-动物系统。按水流方式分为表面流湿地（FWS）和潜流湿地（SFW）。FWS投资低,但占地大,低温地区冬季运行需要独特的考虑。SFW的保温保水效果好,卫生条件较好,但投资高,易堵塞。SFW分为水平潜流湿地（HF）和垂直潜流湿地（VF）。HF床供氧较差,适于去除SS和BOD,但NH3-N的去除较差。VF床供氧好,占地小,适于硝化和去除BOD,但对SS的去除不如HF床,而且构建费高,易堵塞。FWS按系统中的主体植物的不同分为大型自由漂浮植物湿地、大型沉水植物湿地和大型挺水植物湿地。农业径流（AR）由农田排水、灌溉余水、村落污水、畜禽养殖污水和部分雨水径流组成。其污水源具有面广、量大、分散、间歇的峰值和高无机沉淀物负荷的特点。中国大多数农村经济基础薄弱,管理水平不高。农村中的低洼地、低产田和公共用地均可作为生态环境保护用地。农村的污水收集系统欠完善。传统污水处理技术处理AR时难度大、维护管理复杂、投资和运行费高。而CW的耐冲击负荷能力强、投资低、运行费低、维护管理简便,但占地较大。因此CW适合于有地可用的农村的AR的处理。小结了1982年起CW技术在AR处理中的研究和应用。已有研究结合AR的水质、水量规律及农村的特点,进行了CW的设计与工艺改进。对氮、磷、有机物、农药和杀虫剂等污染物的去除效果有较多的研究。关于CW的运行、维护和管理的研究有沉积物积累、水量平衡、去除效果的衡量、植物收割和费用分析。CW的运行效果的衡量应当基于进出水负荷量而非基于进出水浓度。总之CW在AR污染控制中具有良好的应用前景。CW经合理设计和管理后有望实现“零费用运行”或者“盈利性运行”。     

潜流型菖蒲人工湿地不同C/N对污染物的去除效率

选取炉渣和砾石为基质,以无植被为对照,分别设置低、中、高浓度的3个碳水平(C1、C2、C3)和3个氮水平(N1、N2、N3)处理,研究潜流型菖蒲人工湿地在不同C/N下净化生活污水中COD、总氮(TN)、总磷(TP)的效果。结果表明,在不同C/N下,菖蒲人工湿地对污水中COD、TN的去除效果显著高于无植被的人工湿地,菖蒲植被能增加人工湿地COD去除率10.53%,增加TN去除率6.73%;而对于TP的去除,有无植被无显著差异。随着进水N、P浓度及C/N的变化,菖蒲湿地对COD、TN和TP的去除率分别为67.57%～75.85%、20.91%～56.82%和7.15%～17.78%;同时,菖蒲植株对N、P的积累量也相应的变化,其地上部的N、P积累量为4.44～14.79和1.11～3.37g.m-2,平均占湿地N、P去除率的6.91%和10.67%;地下部的N、P积累量分别为2.35～5.20和0.74～1.41g.m-2,平均占湿地N、P去除率的2.69%和6.02%。植物地上器官对湿地N、P的积累量大于地下部,有利于通过收割作用去除湿地系统中的N、P。     

Leachate treatment and greenhouse gas emission in subsurface horizontal flow constructed wetland

Organic and nitrogen removal efficiencies in subsurface horizontal flow wetland system (HSF) with cattail (Typha augustifolia) treating young and partially stabilized solid waste leachate were investigated. Hydraulic loading rate (HLR) in the system was varied at 0.01, 0.028 and 0.056 m³/m² d which is equivalent to hydraulic retention time (HRT) of 28, 10 and 5 d. Average BOD removals in the system were 98% and 71% when applied to young and partially stabilized leachate at HLR of 0.01 m³/m² d. In term of total kjeldahl nitrogen, average removal efficiencies were 43% and 46%. High nitrogen in the stabilized leachate adversely affected the treatment performance and vegetation in the system. Nitrogen transforming bacteria were found varied along the treatment pathway. Methane emission rate was found to be highest at the inlet zone during young leachate treatment at 79–712 mg/m² d whereas CO₂ emission ranged from 26–3266 mg/m² d. The emission of N₂O was not detected.     

Estimate of life-cycle greenhouse gas emissions from a vertical subsurface flow constructed wetland and conventional wastewater treatment plants: A case study in China

This study aims to estimate the three greenhouse gas (GHG) emissions (i.e. CO₂, CH₄, N₂O) from a vertical subsurface flow constructed wetland (VSSF CW, 1000 m²) and a cluster of conventional wastewater treatment plants (WWTPs) in the city of Changzhou, China. The two estimated emissions are set up for comparison. The results show that the WWTP system emits 7.3 kg CO₂-eq to remove 1 kg BOD in the studied life cycle, while the VSSF system only emits 3.18 kg CO₂-eq, which is only half of the amount given off by the WWTP system. Especially at the treatment stage, the WWTP system's GHG emissions are almost 7 times higher than the VSSF system's. N₂O emissions in both systems are only a minor fraction of the total emissions. Therefore, this study has concluded that the VSSF system is an effective option for GHG emissions mitigation in the wastewater sector. The study further suggests that developing countries like China should extensively build up VSSF systems for decentralized wastewater treatment, which could also potentially reduce GHG emissions by 8-17 million ton CO₂-eq per year compared with the centralized scenario.     

Phytoremediation of selenium using subsurface-flow constructed wetland

The potential of two plant species, Phragmites australis (common reed) and Typha latifolia (cattail), in the phytoremediation process of selenium (Se) was studied in subsurface-flow constructed wetland (SSF). Se was supplemented continuously at a concentration of 100 microg Se L(-1) in the inlet of the cultivation beds of the SSF. Water samples collected from the outlet of the Phragmites bed after 1, 3, 6, 9, and 12 wk of treatments showed that Se content was under detectable limits. Water samples collected from the Typha bed at the same five periods showed that Se concentrations in the outlet were 55, 47, 65, 76, and 25 microg/L, respectively. The results of bioaccumulation in the biomass of both species after 12 wk of treatment indicated that Typha plants accumulated Se mainly in fine roots. Phragmites accumulated Se mainly in leaves and rhizomes, and moderate levels were found in stems and fine organic materials. The results indicate that common reed is a very good species for Se phytoextraction and phytostabilization (immobilization) and that cattail is only a phytostabilization species. The use of common reed and cattail for Se phytoremediation in a SSF system and in constructed wetland models are discussed.