[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED | International audience | The classic design of French constructed wetlands (CW) consists in two successive stages of vertical flow filters (VFFs). While this configuration permits full nitrification, it also needs a large surface area (> 2 m²/pe). Therefore high ammonium removal efficiencies are of interest for compact systems such as single stage CW.The use of zeolite as filtrating medium could fix the problem thanks to itsexchange capacity and its high affinity for ammonium. Indeed, the ammonium is adsorbed during the feeding cycle then nitrified during the rest period.This study aims to assess the feasibility of ammonium removal by zeolite in a first stage VFF fed with raw sewage. Seven columns (40 cm-depth, 107 cm²) filled with zeolite under a gravel layer and one control without zeolitewere studied over four months. All columns, except a zeolite-control, were packed with inoculated media froma treatment plant. The columns have been operated in a sequential mode of feeding and rest periods of 3.5d and 7d, respectively, with synthetic solution of ammonium (100mgNH4-N/L). Two columns were fed with different concentrations of ammonium while two others were also fed sodium in order to assess the impact of the ammonium concentration and the presence of competitive species, respectively. The nitrogen concentrations (ammonium, nitrite and nitrate) were measured at the inlet and the outlet.

[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED | International audience | An ion exchange process was assessed to improve ammonium removal by vertical flow filters. Six columns, filled with gravel and zeolite (30cm and 10cm, respectively), were compared with a standard column with 40 cm of gravel. Columns were fed for 3.5 days with semi-synthetic wastewater then rested for 7 days. Each column, filled with zeolite, had different inlet characteristics in order to study the effects of operational parameters pointed out as affecting the ion exchange process. Two columns assessed the impact of concentration (100mgNH4-N.L-1 versus 2000mgNH4-N.L-1) on exchange capacity and performance. The effect of competition with another cation on efficiency and saturation rate was studied at three different concentrations of sodium (0 mg.L-1, 85 mg.L-1 and 300 mg.L-1, respectively). Finally, regeneration of exchange capacity by nitrification as well as its effects on treatment efficiency was studied. Although zeolite showed promising results in the early stages of operation (>80%), performances quickly declined, until reaching similar efficiency as the standard (60%), suggesting insufficient regeneration. Moreover the concentration strongly affected the exchange capacity, the latter one being quite low for the range of ammonium concentrations usually observed in domestic wastewater. The sodium supply did not result in performance reductions for the studied conditions.

International audience | For herbivore insects, digesting can be somewhat challenging, as the defense mechanisms evolved by plants, including the release of phenolics like the non-protein amino acid l-3,4-dihydroxyphenylalanine (l-DOPA), can cause fitness costs. In addition, industrial and agricultural activities have elevated the amounts of iron that can be found in nature and more particularly FeSO4 that is used as fertilizer. Traces of iron can enhance the auto-oxidation of l-DOPA, in turn, generating reactive oxygen species (ROS) and consequently oxidative stress in insects. We examined the effects of the ion Fe2+ (as FeSO4) and l-DOPA on fifth instars of the desert locust Schistocerca gregaria. We measured the level of oxidative damage occurring to macromolecules (proteins and lipids) from midgut and thoracic tissues and assessed the activities of responsive antioxidant enzymes. Injected l-DOPA and redox-active metal iron generated ROS which caused oxidative damages to proteins and lipids to S. gregaria. The protein carbonyls and lipid peroxides present in tissue homogenates were elevated in treated insects. No synergism was observed when l-DOPA was co-injected with Fe2+. K (m) values of superoxide dismutase (SOD), glutathione reductase (GR), and glutathione peroxidase (GPx) were 4.3, 2.6, and 4.0 mM in thoracic muscles and 5.00, 2.43, and 1.66 mM in whole midgut for SOD, GR, and GPx, respectively, and 8.3 and 3.43 M for catalase (CAT) in the two tissues, respectively. These results suggest higher affinities of GPx and CAT to H2O2 in midgut than in muscles. The time-course changes in activities of antioxidant enzymes and amounts of protein carbonyls and lipid peroxides showed fluctuating patterns, suggesting complex interactions among macromolecules, l-DOPA and FeSO4, and their degradation products. Our results demonstrated the stressful effects of l-DOPA and FeSO4, proving that iron-containing fertilizers are pollutants that can strongly affect S. gregaria.

[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED | International audience | Gas emissions of Vertical Flow Constructed Wetlands (VFCW) treating raw wastewater have been poorly investigated. One of the main issue measuring gas emissions on such systems is related to their high heterogeneity of flow conditions (surface water distribution, feeding/resting periods etc). It is thus of importance to develop a specific methodology to be able first to determine representative gas emission fluxes and then to decide how filter‘s operation can affect these emissions. This study investigates greenhouse gas emissions from a full-scale VFCW for raw wastewater treatment. The plant designed for 800 population equivalents combines two stages of vertical subsurface flow filters planted with Phragmites. Australis. Gaseous emissions were continuously monitored during three weeks representing an overall feeding/resting period (1/3 weeks). Several automatic closed chambers connected to an infrared analyzer were placed at different strategic positions of the filters and allowed the measurement of tens of gaseous fluxes per day and per position. Dissolved N2O concentration was measured in the inlet and the outlet of each filtration stage using N2O micro-sensors. A combination of on-line sensors for NH4+ and NO3- and 24-h composite samples was used to characterize the process performances of each filtration stage. Finally, O2concentration was regularly measured in the air phase of the porous media in order to evaluate the aerobic conditions of the filters. Ammonium removal was on average of 94% during the monitoring period. The continuous measurement highlighted strong spatial and temporal variability of gaseous fluxes. This latter was observed at different time scales (day, week, feeding/resting cycle) and was linked to: (i) the intermittent feeding of the filters, (ii) oxygen content in the porous media and (iii) environmental conditions such as the ambient temperature. Dissolved N2O flux represented about 20% of the total flux (gas + liquid) which indicates the importance of accounting the dissolved flux in the N2O budget. The two filtration stages exhausted contrasted fluxes of methane and nitrous oxide in relation to carbon load and oxygen availability for carbon removal and nitrification. From a methodological point of view, this study indicates that: (i) continuous monitoring of greenhouse gas fluxes during at least an overall filtration cycle and (ii) appropriate spatial sampling strategy are decisive for a reliable determination of emission factors in VFCWs. The overall N2O emission factor estimated during the monitoring period was of 0.78% of the influent total nitrogen which is 28 times higher than the default IPCC factor (0.023% of the TN load). As N2O emissions were strongly correlated to the oxygen concentration within the porous media, it is suspected that nitrification was the main contributor to N2O production in the VFCW studied.

International audience | Barrage fishponds may represent a significant surface water area in some French regions. Knowledge on their effect on water resources is therefore necessary for the development of appropriate water quality management plans at the regional scale. Although there is much information on the nutrient removal capacity of these water bodies, little attention has been paid to other agricultural contaminants such as pesticides. The present paper reports the results of a 1-year field monitoring of pesticide concentrations and water flows measured upstream and downstream from a fishpond in North East France to evaluate its capacity in reducing pesticide loads. Among the 42 active substances that had been applied on the fishpond's catchment, seven pesticides (five herbicides, two fungicides) were studied. The highest concentration in the inflow to the pond was 26.5 mu g/L (MCPA), while the highest concentration in pond outflow was 0.54 mu g/L (prosulfocarb). Removal rates of dissolved pesticides in the fishpond ranged from 0-8 % (prosulfocarb) to 100 % (clopyralid). Although not primarily designed for the treatment of diffuse sources of pesticides, the studied fishpond had the potential to do so.

[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED | International audience | In recent years, unsaturated/saturated vertical flow constructed wetlands(VFCW) treating raw wastewateraregradually considered as apromising solution for their adaptation under various climatic conditions. These facilities provide surface optimization but alsobetter treatment efficiencies compare to classical French VFCW.The main performance improvements are: SS entrapment and carbon consumption for denitrification within saturated layer.When total nitrogen, by nitrification and denitrification,istargeted in the two successive zones, a design compromise has to be fund between nitrification efficiency and available carbon source for denitrification. As performance largely depends on unsaturated and saturated layers depths,a better understanding of their quantitative effects on treatment performance is essential for the adaptation of this system under various installation conditions. The aim of this study was to estimate the influence of these two linked design parameters onN efficiency with a focus onremoval limitations in regard to nitrogen loads. For this purpose, two different pilot-scale experimental configurations were designed: (i) 45 cm of unsaturated and 25 cm of saturated layers and (ii) 55 cm of unsaturated and 35 cm of saturated layers. The mature pilots were operated over 5 months using real wastewater with a feeding/resting period cycle of 3.5/3.5 days with a daily hydraulic load of 0.36 m d-1.In order to vary inlet nitrogen loads, ammonium nitrogen enrichments were added to vary loads from 10 to 40 g N m-2 d-1.24h flow composite samples at inlet and outlet of each pilot were semiweekly collected and analyzed for the following parameters: total suspended solids (TSS), total and dissolved chemical oxygen demand (COD), Kjeldahl nitrogen (TKN), ammonium, nitrate, phosphate and sulfate. Online measurement on a minute time step were done for inlet/outlet flows, oxygen content at three different depths, outlet ammonium and nitrate concentrationsby ion specific probes, and temperature. The paper will present the performance and limitations ofthe two configurations.Dynamics of nitrogen removal processes will be discussed in relation to physicochemical conditions (temperature, oxygen content, hydraulic retention time, carbon sources, etc.).

International audience | Antibiotic use in the early 1900 vastly improved human health but at the same time started an arms race of antibiotic resistance. The widespread use of antibiotics has resulted in ubiquitous trace concentrations of many antibiotics in most environments. Little is known about the impact of these antibiotics on microbial processes or “non-target” organisms. This mini-review summarizes our knowledge of the effect of synthetically produced antibiotics on microorganisms involved in biogeochemical cycling. We found only 31 articles that dealt with the effects of antibiotics on such processes in soil, sediment, or freshwater. We compare the processes, antibiotics, concentration range, source, environment, and experimental approach of these studies. Examining the effects of antibiotics on biogeochemical processes should involve environmentally relevant concentrations (instead of therapeutic), chronic exposure (versus acute), and monitoring of the administered antibiotics. Furthermore, the lack of standardized tests hinders generalizations regarding the effects of antibiotics on biogeochemical processes. We investigated the effects of antibiotics on biogeochemical N cycling, specifically nitrification, denitrification, and anammox. We found that environmentally relevant concentrations of fluoroquinolones and sulfonamides could partially inhibit denitrification. So far, the only documented effects of antibiotic inhibitions were at therapeutic doses on anammox activities. The most studied and inhibited was nitrification (25–100 %) mainly at therapeutic doses and rarely environmentally relevant. We recommend that firm conclusions regarding inhibition of antibiotics at environmentally relevant concentrations remain difficult due to the lack of studies testing low concentrations at chronic exposure. There is thus a need to test the effects of these environmental concentrations on biogeochemical processes to further establish the possible effects on ecosystem functioning

[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED | International audience | CWs for combined sewer overflow treatment (CSO CWs) are vertical flow filters with detention basin and fixed outflow rate. They receive stochastic loadsinduced by urban runoff and protect natural waters against pollutants and streambed erosion. Thefull-scale site at Marcy l‘Etoile was monitored to gain data about hydrology and to quantify NH4-N adsorption capacities and nitrification rate. The throttled outlet ensuresa uniformflow in the porous media, butonly aftersaturation. Until then,the percolation is focused to the inletzone. As only a partof the filteris water-contacted and detention times are shorter than normal, removal performances are lower. The phenomenon is referred to as shortcutting, a temporary state at commencing load, which might last at low inflow rates. Eighteen TDR probes weredug in the longitudinal section of the filter to follow changes in the water content. This enabled to createan animation of the expansion of saturated area until complete saturation. Furthermore, tracer tests were carried out to signify shortcutting at different stages in the filter (Fig. 1).The filter was fed at the inlet point at a fixed and lowrate until saturation and three fluorescein pulses were dosed withidenticaldelay.The basin was flooded after to follow tracer passage and washout. Results were used to parameterizethemodel-based design-support tool Orage [1]and to suggest an improvementof the outflow limitationstructureto minimize shortcutting.