Nitrogen removal and sustainability of vertical flow constructed wetlands for small scale wastewater treatment

The challenge for wastewater professionals is to design and operate treatment processes that support human well being and are environmentally sensitive throughout the life-cycle. This research focuses on one technology for small-scale wastewater treatment: the vertical flow constructed wetland (VFCW), which is herein investigated for the capacity to remove ammonium and nitrate nitrogen from wastewater. Hydraulic regime and presence/absence of vegetation are the basis for a three-phase bench scale experiment to determine oxygen transfer and nitrogen fate in VFCWs. Results show that 90% NH4+-N removal is achieved in aerobic downflow columns, 60% NO3--N removal occurs in anaerobic upflow columns, and 60% removal of total nitrogen can be achieved in downflow-upflow in-series. The experimental results are studied further using a variably saturated flow and reactive transport model, which allows a mechanistic explanation of the fate and transport of oxygen and nitrogen. The model clarifies the mechanisms of oxygen transport and nitrogen consumption, and clarifies the need for readily biodegradable COD for denitrification. A VFCW is then compared to a horizontal flow constructed wetland (HFCW) for life cycle environmental impacts. High areal emissions of greenhouse gases from VFCWs compared to HFCWs are the driver for the study. The assessment shows that because a VFCW is only 25% of the volume of an HFCW designed for the same treatment quality, the VFCW has only 25-30% of HFCW impacts over 12 impact categories and 3 damage categories. Results show that impacts could be reduced by design improvements. Design recommendations are downflow wetlands for nitrification, upflow wetlands for denitrification, series wetlands for total nitrogen removal, hydraulic load of 142 L/m2d, 30 cm downflow wetland depth, 1.0 m upflow wetland depth, recycle, vegetation and medium-grained sand. These improvements will optimize nitrogen removal, minimize gaseous emissions, and reduce wetland material requirements, thus reducing environmental impact without sacrificing wastewater treatment quality.

Teores de nutrientes na alface irrigada com água residuária aplicada por sistemas de irrigação

A trial was carried out to evaluate the chemical composition in the aerial part of lettuce, cv. 'Elisa', irrigated with wastewater treated with constructed wetland and source deposit water, grown on a Rhodic Hapludox Soil, using the irrigation systems sprinkle, subsurface drip and surface drip irrigation. The experiment was carried out from August 17th to October 3rd of 2001 and the chemical analyses of the lettuce were accomplished to 47 days after transplanting of the seedling. The aerial part of the lettuce was analyzed as for the levels of total nitrogen, nitrate, phosphorus, potassium, calcium, magnesium, sulfur, iron, manganese, copper, zinc, sodium, boron, cobalt and molybdenum. The sodium and the sulfur presented higher levels than the maximum suitable in the aerial part of the lettuce and the smallest level of magnesium, while other chemical elements analyzed were normal and appropriate considering the standard for well-nourished plants, not being influenced by the water type. The sodium was the chemical element that presented the highest levels in the aerial part of the lettuce in the treatments irrigated with wastewater, presenting significant difference in relationship to the treatments irrigated with source deposit water in the three irrigation systems. The use of the different irrigation systems by the application of wastewater treated with constructed wetland did not interfere in the levels of nutrients in the aerial part of the lettuce.

Application of GIS-based multi-criteria analysis for site selection of aquifer recharge with reclaimed water

Reclaimed water from small wastewater treatment facilities in the rural areas of the Beira Interior region (Portugal) may constitute an alternative water source for aquifer recharge. A 21-month monitoring period in a constructed wetland treatment system has shown that 21,500 m(3) year(-1) of treated wastewater (reclaimed water) could be used for aquifer recharge. A GIS-based multi-criteria analysis was performed, combining ten thematic maps and economic, environmental and technical criteria, in order to produce a suitability map for the location of sites for reclaimed water infiltration. The areas chosen for aquifer recharge with infiltration basins are mainly composed of anthrosol with more than 1 m deep and fine sand texture, which allows an average infiltration velocity of up to 1 m d(-1). These characteristics will provide a final polishing treatment of the reclaimed water after infiltration (soil aquifer treatment (SAT)), suitable for the removal of the residual load (trace organics, nutrients, heavy metals and pathogens). The risk of groundwater contamination is low since the water table in the anthrosol areas ranges from 10 m to 50 m. Oil the other hand, these depths allow a guaranteed unsaturated area suitable for SAT. An area of 13,944 ha was selected for study, but only 1607 ha are suitable for reclaimed water infiltration. Approximately 1280 m(2) were considered enough to set up 4 infiltration basins to work in flooding and drying cycles.

08023-013 DMACC Lake Final Report

The DMACC Lake Watershed Improvement project will focus on water quality and quantity as well as channel and lake restoration. Roadway, parking lot, and roof drainage from the west and northwest portions of the campus add significant amounts of pollutants and silt to the lake. Severe channel erosion exists along the northern creek channel with exposed cut banks ranging from 2-10 feet in height devoid of vegetation. Heavy lake sedimentation and algae blooms are a result of accumulated sediment being conveyed to the lake. Most sections of the north channel have grades of between 0.5% and 1%. This channel receives large scouring flow velocities. There are no natural riffle or pool systems. There are five areas where these riffle and pool systems may need to be created in order to slow overall channel velocities. This will create a series of rock riffles and a still pool that will mimic the conditions that natural channels tend to create, protecting the channel from undercutting. Multiple practices will need to be implemented to address the pollutant, silt, and channel erosion. Improvements will be specifically tailored to address problems observed within the north channel, on-site drainage from the west and northwest, as well as off-site drainage to the north of the campus and east of Ankeny Blvd (Hwy 69). The result will be improved quality and quantity of site drainage and a channel with a more natural appearance and reduced scour velocities. Sections of the north channel will require grading to establish slopes that can support deep rooted vegetation and to improve maintenance access. Areas with eroded banks will require slope pull back and may also require toe armor protection to stabilize. A constructed wetland will collect and treat runoff from the west on site parking lot, before being discharged into the lake. This project will create educational opportunities to both students and the general public as well as interested parties outside of the local area for how an existing system can be retro fitted for improved watershed quality.

07040-015 Saylor Creek Watershed Final Report

Phase 2 of the Saylor Creek Improvement Project is focused on channel restoration. The existing stream channel is generally incised, running through areas primarily covered with heavy trees, brush and weeds. The ravine ranges from 6 to 20 feet deep through the corridor with very steep slopes in several areas. In two areas storm outlets are undercut or suspended above the channel. Tall undercut, eroded banks exist along several of the outside bends. Sediment deposition on the inside bends limits the cross-section of the channel, increasing flow velocity and forcing this faster flow toward the eroded outside bank. A wide array of practices will need to be implemented to address channel erosion. Improvements will be specifically tailored to address problems observed at each bend. The result will be a channel with a more natural appearance, and reduced use of hard armor and revetment. Some sections will require minimal grading with removal of underbrush for improved maintenance access and more sun exposure, better allowing deep­ rooted plants and flowers to establish to provide further erosion protection. Straight sections with steep banks will require grading to pull back slopes, increasing the creek's capacity to convey storm flows at slower velocities. Sections with sharp bends will require slope pull back and armor protection. A constructed wetland will collect and treat runoff from a small sub-watershed, before being discharged into the main tributary.

Tratamento de efluentes de sala de ordena de bovinocultura: lagoas de estabilização seguidas de leito cultivado

No Brasil, o destino dos efluentes dos confinamentos de animais foi e continua sendo os cursos de água, usando o ultrapassado método da diluição para eliminar os resíduos das instalações, o que pode resultar na eutrofização de rios, riachos, lagos e lagoas. As lavagens diárias da sala de ordenha, da Unidade Educativa de Produção (UEP) de Bovinocultura de Leite da Escola Agrotécnica Federal de Inconfidentes -MG (EAFI/MG), gerou 4,7 vezes mais efluentes poluentes do que a produção de leite, entre os meses de junho de 2006 e maio de 2007. Uma unidade-piloto composta por lagoa anaeróbia, lagoa facultativa e leito cultivado (“constructed wetland”) foi projetada para testar a eficiência no tratamento do resíduo líquido gerado pela sala de ordenha. Após o tratamento do efluente bruto no sistema proposto, ficou constatado que a retenção média de fósforo foi de 83%; a redução de nitrato de 88%; a Demanda Química de Oxigênio (DQO) ficou reduzida, em média, 89%; os sólidos totais em 67% e a redução da turbidez, analisada somente no leito cultivado ficou, em média, em 60%. O pH médio das amostras foi de 6,2. Em se tratando de efluentes oriundos de confinamento de animais, pode-se afirmar que o resultado foi positivo, demonstrando que essa opção de sistema de tratamento tem grande potencial de aplicação.

Suljetun jätetäytön kaatopaikkavesien käsittelyvaihtoehtojen vertailu

Hajoaminen kaatopaikalla tapahtuu fysikaalisten, kemiallisten ja biologisten prosessien avulla. Nämä prosessit voivat kestää vuosista jopa vuosikymmeniin. Näiden prosessien kehittymistä ajan saatossa kuvataan jätetäytön eri hajoamisvaiheiden avulla. Kaatopaikan eri toiminnoista syntyvät vesivirrat ovat laadultaan ja määrältään hyvin erilaisia. Suotovesi syntyy jätetäytön läpi suotautuvasta vedestä ja on yleisesti ottaen suurin kaatopaikkavesien kuormituksen aiheuttaja. Suotoveden sisältämien pitoisuuksien tiedetään laskevan kun jätteen loppusijoitus on lopetettu ja kun jätetäyttö on suljettu pintarakentein. Mitä pidemmälle jätetäytön hajoaminen on edennyt, sitä pienemmät suotoveden pitoisuudet ovat. Hyvä käytäntö on erottaa erityyppiset kaatopaikkavedet toisistaan ja käsitellä ne niiden vaatimalla tavalla. Diplomityön tarkoitus on löytää ympäristöystävällisin ja taloudellisin keino suljetun jätetäytön suotovesien sekä muiden vähintään yhtä laimeiden kaatopaikkavesien käsittelemiseksi. Vertailtavia käsittelymenetelmiä ovat kunnallisella jätevedenpuhdistamolla ja juurakkopuhdistamolla käsittely. Työn tulos on, että eri tyyppisillä juurakkopuhdistamoilla voidaan tehokkaasti käsitellä kaatopaikkavesiä. Empiirisen osan tarkastelu osoittaa, että hyvin pienien haitta-aine- ja ravinnepitoisuuksien käsittelyssä juurakkopuhdistamo on ympäristöystävällisempi sekä taloudellisempi kunnalliseen jätevedenpuhdistamoon verrattuna.

Effet des macrophytes aquatiques sur le traitement d’eau contaminée à l’ACC et au PCP

L’objectif principal de ce projet est d’évaluer le potentiel d’un système de marais filtrants combinés pour le traitement d’un lixiviat contaminé aux agents de préservations du bois - l’arséniate de cuivre chromaté (ACC) et le pentachlorophénol (PCP) - en portant une attention particulière au rôle des plantes. Pour ce faire, une expérience en pot faisant varier la concentration d’exposition de quatre espèces de macrophyte (Typha angustifolia, Phalaris arundinacea, Phragmites australis americanus et Phragmites australis australis) a été effectuée. Le suivi de quatre marais filtrants à écoulement horizontal sous-surfacique, plantés d’une des quatre espèces de macrophyte et d’un bassin planté de saules (Salix Miyabeana SX67) a également été réalisé. La résistance des plantes au milieu contaminé, la capacité de bioaccumulation des macrophytes et les efficacités de traitement des différents systèmes ont été analysés. Nos résultats montrent que la concentration d’exposition n’influence pas la capacité des plantes à croître en milieu contaminé. Par contre, il existe une relation dose-réponse entre la concentration d’exposition et la capacité de bioaccumulation des macrophytes. Les quatre marais pilotes ont tous des efficacités de traitements supérieures à 55% en 2013 et 82% en 2014 pour les contaminants à l’étude. Le bassin de saule a la capacité théorique d’évapotranspirer jusqu’à 1200 L par jour. De plus, ses efficacités de traitements sont supérieures à 59% pour tous les composés à l’étude. L’utilisation de marais filtrants pour le traitement d’un lixiviat contaminé aux agents de préservations du bois est donc une alternative intéressante aux méthodes de traitement conventionnel.

Seasonal Variability Of Dissolved Nutrients In Mangrove Ecosystems Along South West Coast Of Kerala, India

The mangroves of Kerala are fast disappearing due to developmental activities.There are very few studies conducted in the chemical aspects of these ecosystems.The main objective of this study is to assess the spatial and seasonal variation of hydrographical as well as nutrients in mangrove ecosystems along Kerala coast. Five sampling sites least intervened by industries were selected for the study. Sampling was done for a period of six months in monthly intervals. A monsoonal hike of dissolved nutrients was observed in all ecosystems except in the constructed mangrove wetland. The constructed wetland exhibited a different hydrography and nutrient level in all seasons. The mangrove forest in this area consists of the species Bruguiera gymnorrhiza which has been planted since forty years.

Análise de econometria de dois sistemas naturais de tratamento de água residuária na suinocultura

The aim of this work was to develop a detailed econometric analysis to compare a constructed wetland system - combined model, and a waste stabilization pond system - facultative pond, as a function of six different sizes of finishing pig farms and two waste management systems - wet and dry. The constructed wetland system using dried waste management showed the best economic results. This finding is due to the low-cost implementation a year both per animal and per kilogram of meat. This system also required the smallest area for waste treatment. The use of stabilization pond with wet waste management system showed a lower implementation cost a year per animal and per kilogram of meat, but it required large areas. The econometric analysis of both systems of wastewater treatment revealed an economy of scale.

Análise econômica de dois sistemas naturais de tratamento de água residuária na suinocultura

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Avaliação do potencial de reuso agrícola do efluente de uma estação de tratamento de esgoto com alagados construídos

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

Avaliação da utilização de sistemas de alagados construídos como sistema de tratamento terciário de efluentes e para geração de biomassa da cultura de taboa (Typha sp)

Pós-graduação em Ciência Florestal - FCA

Avaliação do potencial de reuso agrícola do efluente de uma estação de tratamento de esgoto com alagados construídos

The study took place in a sewage treatment plant located at the actual Department of Water and Sewer in Bauru, city of Sao Paulo state. This treatment plant has an average entrance flow of 4.8 l. s-1 made by upflow anaerobic filter, followed by wetland systems constructed in parallel. . As objective of this study we evaluate the effectiveness of three systems of constructed wetlands, with three different types of plants (Lily pond, Giant papyrus and Cattail),quantify, and qualify the effluents at various stages of treatment to monitor their effectiveness and the possibility of reuse in agriculture. There was a satisfactory removal of organic matter, with a mean concentration of 36 and 39mg.l-1 at the , phases 1 and 2 of the operation, respectively. The constructed wetlands effluent nitrogen and phosphate concentrations were high throughout all the system and the removal efficiency of ammonia nitrogen was much lower than expected, then the system is functioning as secondary treatment and not as tertiary treatment. The concentrations of micro-organisms found in the final effluent were also high. Therefore, it is concluded that the results of removal efficiency of organic matter, of constructed wetland systems, meet the parameters required by legislation for effluent discharges but do not attend the parameters required for nitrogen and micro organisms. This way, these analyzed plants effluents are suitable for reuse in agriculture restricted irrigation

Sperimentazione di tecniche di fitodepurazione a flusso verticale applicate allo scarico della scuola di ingegneria: primi risultati

Quattro sistemi pilota, cilindrici, rappresentanti SFS a flusso verticale sono stati adoperati in parallelo per attività di ricerca. Il refluo trattato, defluente dalla sede di Ingegneria di via Terracini e classificabile come urbano, è stato immesso negli SFSV a valle di una sedimentazione primaria. Segue una breve descrizione dei sistemi. 1. VFF - Vertical Flow Filter - Reattore assimilabile ad un filtro a sabbia; 2. VFCWW - Vertical Flow Constructed Wetland with worms - Reattore dotato sia di piante (tipologia Phragmites Australis) sia di vermi (lombrichi); 3. VFCW - Vertical Flow Constructed Wetland - Reattore dotato di piante (tipologia Phragmites Australis); 4. VFFW - Vertical Flow Filter with worms - Reattore assimilabile ad un filtro a sabbia dotato di vermi (lombrichi). Il rendimento offerto da ciascun sistema è stato calcolato sulla base dei risultati forniti dalle analisi eseguite in laboratorio su campioni prelevati in input ed output da ciascun reattore. L'obiettivo dello studio è stato quello di valutare l'efficienza dei sistemi in relazione ai parametri misurati (azoto e fosforo totale, solidi sospesi, COD, ione ammoniacale, ortofosfato).