Influence of earthworm Eisenia fetida on removal efficiency of N and P in vertical flow constructed wetland.

This study investigates biomass, density, photosynthetic activity, and accumulation of nitrogen (N) and phosphorus (P) in three wetland plants (Canna indica, Typha augustifolia, and Phragmites austrail) in response to the introduction of the earthworm Eisenia fetida into a constructed wetland. The removal efficiency of N and P in constructed wetlands were also investigated. Results showed that the photosynthetic rate (P n), transpiration rate (T r), and stomatal conductance (S cond) of C. indica and P. austrail were (p < 0.05) significantly higher when earthworms were present. The addition of E. fetida increased the N uptake value by above-ground of C. indica, T. augustifolia, and P. australis by 185, 216, and 108 %, respectively; and its P uptake value increased by 300, 355, and 211 %, respectively. Earthworms could enhance photosynthetic activity, density, and biomass of wetland plants in constructed wetland, resulting in the higher N and P uptake. The addition of E. fetida into constructed wetland increased the removal efficiency of TN and TP by 10 and 7 %, respectively. The addition of earthworms into vertical flow constructed wetland increased the removal efficiency of TN and TP, which was related to higher photosynthetic activity and N and P uptake. The addition of earthworms into vertical flow constructed wetland and plant harvests could be the significantly sustainable N and P removal strategy

Respirometric techniques for assessment of biological kinetics in constructed wetland

The aim of this research was the development of a procedure to measure biological kinetics of organic matter oxidation and nitrification in constructed wetland, by using respirometric techniques. Columns simulating cores of vertical subsurface flow systems were investigated. The oxygen uptake rate (OUR) of the columns was calculated on the basis of the difference of DO concentrations measured continuously at the top and at the bottom of the column. From the respirogram, the following kinetic parameters have been evaluated: maximum rate of oxidation of readily biodegradable COD, maximum rate of nitrification, endogenous respiration of the biomass grown inside the bed. In order to improve the interpretation of the respirograms, additional respirometric tests were carried out on the wetland columns by using pure substrates, such as acetate (carbon source) and ammonium (substrate for nitrification). The kinetic parameters obtained from respirograms can be useful for control and design of constructed wetlands or for improving nutrient and carbon mass balances.

Performance of constructed wetland system for public water supply

The project is being conducted in the town of Analândia, São Paulo, Brazil. The constructed wetlands system for water supply consists of a channel with floating aquatic macrophytes, HDS system (Water Decontamination with Soil - Patent PI 850.3030), chlorinating system, filtering system and distribution. The project objectives include investigating the process variables to further optimize design and operation factors, evaluating the relation of nutrients and plants development, biomass production, shoot development, nutrient cycling and total and fecal coliforms removal, comparing the treatment efficiency among the seasons of the year; and moreover to compare the average values obtained between February and June 1998 (Salati et al., 1998) with the average obtained for the same parameters between March and June 2000. Studies have been developed in order to verify during one year the drinking quality of the water for the following parameters: turbidity, color, pH, dissolved oxygen, total of dissolved solids, COD, chloride, among others, according to the Ministry of Health's Regulation 36. This system of water supply projected to treat 15 L s-1 has been in continuous operation for 2 years, it was implemented with support of the National Environment Fund (FNMA), administered by the Center of Environmental Studies (CEA-UNESP), while the technical supervision and design were performed by the Institute of Applied Ecology. The actual research project is being supported by FAPESP.

Avaliação da eficiência de sistema fito-pedológico (Wetlands) na depuração de efluentes domésticos gerados em pequena comunidade

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Aplicação do método respirométrico em wetlands para a determinação de parâmetros cinéticos

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Características limnológicas e do fitoplâncton de viveiro de criação de tilápia-do-nilo e de wetlands construídas para o tratamento do efluente

Pós-graduação em Aquicultura - FCAV

Assessing the effectiveness of water sensitive urban design in Southeast Queensland

Water Sensitive Urban Design (WSUD) systems have the potential mitigate the hydrologic disturbance and water quality concerns associated with stormwater runoff from urban development. In the last few years WSUD has been strongly promoted in South East Queensland (SEQ) and new developments are now required to use WSUD systems to manage stormwater runoff. However, there has been limited field evaluation of WSUD systems in SEQ and consequently knowledge of their effectiveness in the field, under storm events, is limited. The objective of this research project was to assess the effectiveness of WSUD systems installed in a residential development, under real storm events. To achieve this objective, a constructed wetland, bioretention swale and a bioretention basin were evaluated for their ability to improve the hydrologic and water quality characteristics of stormwater runoff from urban development. The monitoring focused on storm events, with sophisticated event monitoring stations measuring the inflow and outflow from WSUD systems. Data analysis undertaken confirmed that the constructed wetland, bioretention basin and bioretention swale improved the hydrologic characteristics by reducing peak flow. The bioretention systems, particularly the bioretention basin also reduced the runoff volume and frequency of flow, meeting key objectives of current urban stormwater management. The pollutant loads were reduced by the WSUD systems to above or just below the regional guidelines, showing significant reductions to TSS (70-85%), TN (40-50%) and TP (50%). The load reduction of NOx and PO4 3- by the bioretention basin was poor (<20%), whilst the constructed wetland effectively reduced the load of these pollutants in the outflow by approximately 90%. The primary reason for the load reduction in the wetland was due to a reduction in concentration in the outflow, showing efficient treatment of stormwater by the system. In contrast, the concentration of key pollutants exiting the bioretention basin were higher than the inflow. However, as the volume of stormwater exiting the bioretention basin was significantly lower than the inflow, a load reduction was still achieved. Calibrated MUSIC modelling showed that the bioretention basin, and in particular, the constructed wetland were undersized, with 34% and 62% of stormwater bypassing the treatment zones in the devices. Over the long term, a large proportion of runoff would not receive treatment, considerably reducing the effectiveness of the WSUD systems.

First flush analysis in urban catchments

The effectiveness of structural elements employed for stormwater mitigation such as bioretention basins and constructed wetlands depend on the compatibility between their design specifications and actual stormwater quality and quantity characteristics. These structural elements are commonly designed to accommodate the initial portion of runoff considering the occurrence of first flush. Therefore, the effectiveness of stormwater quality treatment primarily depends on the in-depth knowledge of the first flush phenomenon and the ability to provide appropriate treatment. The current scientific knowledge relating to first flush is limited primarily due to research investigations being undertaken based on lumped rainfall and runoff parameters. This paper presents the outcomes of an in-depth study undertaken of the first flush phenomenon using a set of indicators which are not only innovative, but is also able to accurately represent the characteristics of the different sectors in a runoff hydrograph. The analysis undertaken confirmed that pollutant wash-off during the initial 10% of runoff volume was critical for the occurrence of first flush. Typically first flush was found to last up to 40% of the runoff volume. The study outcomes provide new knowledge to enhance the effectiveness of structural stormwater treatment measures.

Kosteikkosedimentin fosforivarat ja niiden käyttökelpoisuus kasveille

Maatalouden ympäristötukiohjelmalla pyritään vähentämään maatalouden ravinnekuormitusta, sillä valtaosa fosforin hajakuormituksesta on peräisin maataloudesta. Maataloudesta peräisin olevan fosforin rehevöittävää vaikutusta vesistöissä voidaan pyrkiä vähentämään kosteikoilla, joiden päätarkoituksena on saada valumaveden mukana erodoitunut maa-aines sedimentoitumaan kosteikon pohjalle. Kosteikkojen toimivuudesta ja vesiensuojelun merkityksestä on kuitenkin Suomessa tehdyissä tutkimuksissa saatu ristiriitaisia tuloksia. Tämän työn tavoitteena on selvittää maa-analyysien avulla, mitä valuma-alueelta erodoitunut fosforille tapahtuu kosteikon sedimentissä ja kuinka hyvin sedimentoitunut aines soveltuu kasvualustaksi kasvintuotannossa. Valuma-alueen maanäytteitä ja kosteikon sedimenttinäytteitä vertailemalla havaittiin kosteikossa tapahtuvan erodoituneen maa-aineksen lajittumista. Kosteikosta otetussa sedimenttinäytteessä oli 48 % enemmän savesta kuin valumapellon muokkauskerroksen maanäytteissä. Lisäksi havaittiin, että savespitoisuuden lisääntyminen lisäsi sedimentin reaktiivista pinta-alaa, koska sedimentissä oli 45 % enemmän alumiini- ja rautahydroksideja kuin valuma-alueelta otetuissa maanäytteissä. Hydroksidien runsauden takia fosforin sorptiokapasiteetti oli sedimentissä 52 % suurepi kuin valuma-alueelta otetuissa näytteissä. Sedimenttinäytteiden fosforin sorptiokyllästysaste oli kuitenkin samansuuruinen verrattuna valuma-alueelta otettuihin näytteisiin, sillä hapettuneessa sedimentissä oli 50 % enemmän alumiini- ja rautahydroksidien sitomaa fosforia. Näytteenottohetkellä sedimentti oli pelkistyneessä tilassa, jolloin sen vesiuuttoisen fosforin määrä oli huomattavasti suurempi kuin hapettuneessa sedimentissä. Vastaavasti sedimentin hapettuessa fosforin sorptiokyky kasvoi huomattavasti, sillä pelkistyneestä sedimentistä desorboitui fosforia kosteikon veteen. Tämä havaittiin myös astiakokeessa, sillä sedimentissä kasvanut raiheinä kärsi voimakkaasta fosforin puutoksesta niillä lannoitustasoilla, joilla valuma-alueen maanäytteessä kasvaneella raiheinällä ei silmämääräisesti havaittu esiintyvän puutosoireita. Sedimentin toiselle sadolle annetulla kolminkertaisella fosforin lisälannoituksella saavutettiin samansuuruiset sadon kuiva-ainemäärät, fosforipitoisuudet ja fosforin otot kuin valuma-alueen maanäytteissä kasvaneella ensimmäisellä sadolla oli. Astiakokeen tulosten perusteella pelkistyneessä tilassa ollut sedimentti soveltuu heikosti kasvintuotannon kasvualustaksi suuren fosforisorptiokykynsä ansiosta. Parhaiten sedimentti soveltuisi runsaasti helppoliukoista fosforia sisältäville alueille, kuten karjan jalottelutarhan pohjamateriaaliksi, vähentämään ympäristöön kohdistuvaa fosforikuormitusta.

Desempenho de tanques vegetados em um ecossistema engenheirado para tratamento descentralizado de esgotos domiciliares na Ilha Grande, RJ

A falta de infraestrutura adequada para a coleta e o tratamento de esgotos atinge várias comunidades costeiras e de sistemas insulares do Estado do Rio de Janeiro, que vivem em condições de insalubridade. O objetivo do presente estudo foi avaliar o desempenho de um ecossistema engenheirado para tratamento descentralizado de esgoto domiciliar implantado no Centro de Estudos Ambientais e Desenvolvimento Sustentável (CEADS) da UERJ, na Vila Dois Rios, Ilha Grande - RJ, com ênfase na contribuição de macrófitas e algas em tanques vegetados como tratamento terciário para a melhoria geral da qualidade do efluente e em especial, para remoção de nutrientes. O sistema é composto por caixa controladora de vazão, caixa de gordura, fossa séptica, filtro aerado submerso, decantador secundário e o conjunto de tanques vegetados contendo as macrófitas aquáticas Eichhornia crassipes, Schoenoplectus sp., Panicum cf. racemosum + Cyperus ligularis, além de um tanque de algas entre as 2 primeiras macrófitas. Os principais parâmetros monitorados em amostras quinzenais obtidas durante o período de 09/2009 a 07/2010 em 10 pontos de coleta equivalentes à saída do efluente de cada unidade de tratamento foram: OD, pH, Cond. Elétrica, Temperatura, DBO5, DQO, SST, SDT, Nitrogênio amoniacal, Nitrito, Nitrato e Fósforo total. A vazão média do sistema foi 52 L/h. A produção primária de biomassa das macrófitas e o metabolismo no tanque com algas também foram estimados. A eficiência média do ecossistema engenheirado foi de 93% de redução dos SST, 93% de DBO, 90% da DQO, 30% de N amoniacal e, 38% de Fósforo. O conjunto de tanques vegetados promoveu um aumento médio de oxigênio dissolvido (OD) em 182% comparados ao valor de saída do decantador. Pode-se concluir que esse sistema contribuiu para uma melhoria geral da qualidade do efluente final com relação a praticamente todos os parâmetros, ainda que em alguns casos, apenas de forma incremental. Houve maior produção média de biomassa (peso seco.dia-1) e retenção média de água na espécie E. crassipes (aguapé) em comparação com as espécies Schoenoplectus sp, P. cf. racemosum e C. ligularis. A baixa produção primária no tanque de algas em relação à respiração, pelo menos no período monitorado, indica condições desfavoráveis à remoção de nutrientes (N e P) nesse tanque através da incorporação na biomassa. Uma investigação mais detalhada acerca dos parâmetros de projeto que inclua um eventual redimensionamento do decantador e do tanque de algas é sugerida.

Construção e operação de wetland como polimento de lixiviado de aterro de resíduos sólidos urbanos.

O presente trabalho tem o objetivo de avaliar a metodologia de construção, de plantio, de manutenção, de operação e a eficiência de um sistema de tratamento por wetland construído como etapa de polimento da Estação de Tratamento de Lixiviado (ETC) de Aterro já encerrado de Resíduos Sólidos Urbanos na Região Metropolitana do Rio de Janeiro. Parte do efluente tratado por lodos ativados na ETC foi direcionado e tratado no wetland construído. Foi escolhido o projeto de Fluxo Horizontal Subsuperficial e a vegetação selecionada foi a taboa (Typha latifolia) que é nativa da área do aterro. Em média, foram feitas três amostragens mensais do afluente e do efluente do wetland, de maio a outubro de 2013. A eficiência do sistema foi avaliada por meio de parâmetros físico-químicos e de parâmetros coletivos específicos. A eficiência de remoção de Demanda Química de Oxigênio (DQO) foi de 60%, nitrogênio amoniacal de 67%, nitrito de 72% e nitrato de 57%. Outro parâmetro avaliado foi a toxicidade aguda, foram utilizados os organismos teste Danio rerio (peixe), a Daphnia similis (microcrustáceo) e a Aliivibrio fischeri (bactéria luminescente). Durante o período foram coletados diariamente as vazões de entrada e saída, a condutividade elétrica e o índice pluviométrico. Os resultados mostraram que o uso de wetland como etapa de polimento pode ser uma alternativa para o tratamento de lixiviado.

人工湿地强化净化太湖水体富营养化研究

为了进一步降低水中营养盐浓度、提高水体透明度，为湖泊生态系统的恢复创造条件，促进湖泊水体生态系统良性循环，以太湖五里湖富营养化水体为研究对象，采用中试规模的人工湿地技术来强化净化富营养化水体。重点研究了不同流态、不同基质、不同植物及植物有无条件下各人工湿地系统对富营养化水体的处理效果。此外，还对生长在人工湿地中的7种湿地植物芦苇(Phragmites communis)、香蒲(Typha angustifolia)、茭白(Zizania caduciflora)、水葱(Scirpus validus.)、菖蒲(Acorus calamus)、鸢尾(Iris pseudacorus)和千屈菜(Lythrum salicaria)的生长、生理生态特性如气体交换、叶绿素荧光、光合色素含量及氮、磷吸收能力进行了研究，旨在探索高等植物在富营养化水体净化过程中的机理和规律，为人工湿地污水净化机理奠定一定的科学和理论基础。主要研究结果如下： 通过对垂直潜流、水平潜流和自由表面流三种类型的人工湿地系统对富营养化水体净化效果的对比研究，我们发现在水力负荷0.64 m d-1，进水污染物浓度化学需氧量(COD) 7.37 mg L-1、氨氮(NH4+-N) 1.63 mg L-1、硝氮(NO3--N )1.41 mg L-1、总氮(TN) 4.82 mg L-1和总磷(TP) 0.15 mg L-1的条件下，三种不同流态的人工湿地对富营养化水体均有一定的净化功能。三种类型的人工湿地对主要污染物COD、NH4+-N、NO3--N、TN和TP的去除效果分别为：垂直潜流40.4%、45.9%、62.9%、51.6%和64.3%;水平潜流39.6%、32.0%、65.3%、52.1%和65.7%;自由表面流16.5%、22.8%、34.2%、19.8%和35.1%。相比之下，垂直潜流、水平潜流对主要的污染物的去除效果明显好于自由表面流人工湿地。除垂直潜流湿地NH4+-N的平均去除率显著大于水平潜流外，两人工湿地在其余指标的去除效果上无显著差异。考虑到土地面积的限制，就太湖五里湖富营养化水体治理而言，垂直潜流和水平潜流较自由表面流更为适合。 以沸石为基质的人工湿地较以砾石为基质的人工湿地对NH4+-N有很好的去除效果，除此之外两种基质类型的人工湿地在其余各污染指标的去除效果方面差异不显著。但随着湿地运行时间的延长，沸石对NH4+-N的吸收能力会逐渐减弱，考虑到湿地构建成本，建议就地取材，以当地较为廉价的砾石为人工湿地基质比较经济适用。 有无植物对有机污染物COD的去除效果影响差异不显著，但对TN和TP去除效果影响差异极显著，有植物的人工湿地对TN的去除率比无植物的分别高出12.5%和13.4%，对TP去除率分别高出16.9%和31.0%。不同植物对人工湿地处理效果的影响差异不显著，可见湿地流态对处理效果的影响大于植物的影响。 各湿地植物叶片的净光合速率(Pn)日变化均为双峰曲线，有光合“午休”现象。其中芦苇、茭白、鸢尾、菖蒲、水葱和千屈菜Pn的下降主要是由气孔导度(gs)的下降造成的，而香蒲则更多的受叶肉光合能力下降的影响。除千屈菜的Pn与gs之间呈显著正相关外，其余植物的Pn与gs之间均呈极显著正相关。气孔行为对湿地植物光合作用碳的固定显示了明显的主导控制作用。 各湿地植物的光补偿点(LCP)差异不显著，其均值都在10µmol m-2 s-1以上，显示了阳生植物的特性。但湿地植物的光饱和点 (LSP)差异极显著，LSP大小依次为香蒲1476.3µmol m-2 s-1>水葱1140.0µmol m-2 s-1>菖蒲753.7µmol m-2 s-1>芦苇751.7µmol m-2 s-1>茭白640.7µmol m-2 s-1>千屈菜567.3µmol m-2 s-1>鸢尾479.0µmol m-2 s-1。7种湿地植物的CO2补偿点差异极显著，CO2补偿点大小依次为水葱47.1µmol mol-1>茭白28.4µmol mol-1>香蒲23.7µmol mol-1>鸢尾16.8µmol mol-1>菖蒲16.7µmol mol-1>千屈菜15.2µmol mol-1>芦苇14.8µmol mol-1。与此相反，湿地植物的CO2饱和点差异不显著。 各湿地植物的Fv/Fm值大小差异也极显著，Fv/Fm值大小依次为千屈菜0.8168>水葱0.8348>香蒲0.8262>菖蒲0.8198>芦苇0.8168>茭白0.8040>鸢尾0.7930。由此可见千屈菜、水葱较芦苇和茭白有较高的PSⅡ效率。7种湿地植物叶片的叶绿素a、叶绿素b和类胡萝卜素含量水平差异极显著，芦苇和茭白叶片的叶绿素和类胡萝卜素含量水平都较高，这在客观上解释了他们为何拥有较强的光合能力。 不同湿地植物的生物量大小差异极显著，平均生物量(干重)变化范围在0.26-6.65 kg m-2之间。除香蒲和水葱的地下部生物量显著大于地上部外，其余植物都是地上部生物量大于地下部，这非常有利于人工湿地生态工程中通过收获植物地上部生物量来达到去除氮、磷污染目的。 不同湿地植物植株氮、磷含量差异极显著。湿地植物对氮吸收总量变化范围为6.09-93.96 g m-2，吸收氮最高是芦苇，最低是菖蒲;对磷吸收总量变化范围为0.51-8.95 g m-2，吸收磷最高是香蒲，最低是菖蒲。经测算，植物吸收的总氮量占人工湿地总氮去除量的0.6-17.1%，总磷量占人工湿地总磷去除量的1.4-40.5%。本次试验中香蒲和芦苇对氮、磷的吸收去除能力比较高，茭白、鸢尾、水葱和千屈菜的吸收去除能力中等，而菖蒲的吸收能力较弱。

Effet de l’espèce de plante en marais filtrants artificiels selon la saison, le type de marais filtrant et la nature des polluants

Cette thèse a été codirigée par le Dr. Florent Chazarenc