Municipal Wastewater Denitrification Evaluation City of Windom, Minnesota

Total Page:16

File Type:pdf, Size:1020Kb

Municipal Wastewater Denitrification Evaluation City of Windom, Minnesota Municipal Wastewater Denitrification Evaluation City of Windom, Minnesota July 29, 2016 – Revised November 4, 2016 Bolton & Menk, Inc. Project No. T22.109023 Prepared by: Submitted by: Bolton & Menk, Inc. 12224 Nicollet Blvd Burnsvillle, MN 55337 P: 952-890-0509 F: 952-890-8065 wq-wwtp5-91 MUNICIPAL WASTEWATER DENITRIFICATION EVALUATION CITY OF WINDOM, MINNESOTA JULY 2016 BMI Project No. T22.109023 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Typed or Printed Name: Lana Tullis, P.E. Date: July 29, 2016 Lic. No. 41450 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Typed or Printed Name: Herman Dharmarajah, Ph.D., P.E. Date: July 29, 2016 Lic. No. 18256 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. BOLTON & MENK, INC. CONSULTING ENGINEERS AND LAND SURVEYORS This page intentionally left blank. TABLE OF CONTENTS SECTION 1 INTRODUCTION ............................................................................................... 1-1 A. Project Background ........................................................................................ 1-1 B. Nitrate Standards and Effluent Limits ........................................................... 1-2 C. Purpose ........................................................................................................... 1-2 D. Report Organization ....................................................................................... 1-3 SECTION 2 LITERATURE REVIEW .................................................................................... 2-1 A. Nitrogen Forms and Reactions....................................................................... 2-1 B. Biological Nitrogen Removal ........................................................................ 2-4 C. Toxicity ........................................................................................................ 2-11 D. References .................................................................................................... 2-12 SECTION 3 WINDOM WASTEWATER TREATMENT FACILITY ................................... 3-1 A. Windom Effluent Limits and Monitoring ...................................................... 3-1 B. Influent Flow and Load .................................................................................. 3-5 C. Effluent Nitrogen and Whole Effluent Toxicity ............................................ 3-8 SECTION 4 PILOT SCALE PLAN AND PROCEDURES .................................................... 4-1 A. Denitrification Filter System.......................................................................... 4-1 B. 2-Stage Activated Sludge ............................................................................... 4-3 C. Supplemental Chemical Addition .................................................................. 4-6 1. Carbon ...................................................................................................... 4-6 2. Alkalinity ................................................................................................. 4-6 3. Nitrogen ................................................................................................... 4-7 SECTION 5 PILOT SCALE RESULTS .................................................................................. 5-1 A. Denitrification Filter Pilot Scale Performance ............................................... 5-1 B. 2-Stage Denitrification Pilot Scale Performance ........................................... 5-3 SECTION 6 FULL SCALE PROJECTIONS ........................................................................... 6-1 A. General ........................................................................................................... 6-1 B. Full-Scale Recommendations ........................................................................ 6-1 1. Denitrification Filter ................................................................................ 6-1 2. 2-Stage Denitrification ............................................................................. 6-2 C. Full-Scale Capital and Operational Cost Opinions ........................................ 6-3 D. Summary ........................................................................................................ 6-8 Windom, MN – T22.109023 Page TOC-iii Municipal Wastewater Denitrification Evaluation Prepared by Bolton & Menk, Inc. LIST OF APPENDICES A National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) Permit MN0022217 – City of Windom – Windom Wastewater Treatment Facility B Particle Size Distribution Report, Typical Sieve Analysis C MicroC 2000 Material Safety Data Sheets D Fremont RLT 4710 Material Safety Data Sheets E Leopold Elimi-Nite® Denitrification System Proposal F Leopold® Ultrascreen® Disk Filter System Proposal G Response to MPCA’s Comments on the Draft Report Presented on July 29, 2016 LIST OF FIGURES Page/ Figure Follows Number Page 2.1 Conventional Nitrification-Denitrification Pathway 2-5 3.1 Windom WWTF Aerial Overview 3-3 3.2 Windom WWTF Process Flow Diagram 3-4 3.3 Windom WWTF and PM Beef Monthly Average Flow (MGD) 3-6 3.4 Windom WWTF and PM Beef Monthly Average CBOD5 (lb/day) 3-6 3.5 Windom WWTF and PM Beef Monthly Average Nitrogen (lb/day) 3-7 3.6 Windom WWTF and PM Beef Monthly Average Phosphorus (lb/day) 3-7 3.7 Influent TKN, Effluent TKN and NO3+NO2 and C. dubia IC25 3-9 4.1 Denitrification Filter System Process Flow Diagram 4-1 4.2 Pilot Scale Denitrification Filter System Construction 4-2 4.3 2 Stage Activated Sludge System Process Flow Diagram 4-3 4.4 Pilot Scale 2-Stage Activated Sludge Construction (pre anoxic and aeration 4-4 basins) 4.5 Pilot Scale 2-Stage Activated Sludge Construction (post anoxic and 4-5 clarifier) 5.1 Denitrification Filter System Performance 5-2 5.2 Denitrification Filter System On-Line Process Monitoring 5-3 5.3 2-Stage Activated Sludge Nitrogen Removal Performance 5-4 6.1 Biological Nutrient Removal – 2 Stage Activated Sludge System 6-6 Windom, MN – T22.109023 Page TOC-iv Municipal Wastewater Denitrification Evaluation Prepared by Bolton & Menk, Inc. LIST OF TABLES Table Number Page 2.1 Comparison of Denitrification Filter Manufacturers and Equipment 2-7 2.2 Summary of Design Guidance for Denitrification Filters 2-8 3.1 Windom Calendar Month Average Effluent Limits 3-2 6.1 General Cost Analysis of Adding Denitrification System 6-3 6.2 General Cost Analysis of Adding Disk Filters 6-4 6.3 General Cost Analysis of Carbon Addition 6-4 6.4 Opinion on Capital Cost for Denitrification Filters 6-5 6.5 New Tank Volume for Two Stage Activated Sludge System for Total 6-5 Nitrogen Removal 6.6 Cost Opinion for Two Stage Activated Sludge System for Total Nitrogen 6-7 Removal 6.7 Cost Opinion for Two-Stage Activated Sludge System with Tertiary Filters 6-8 Windom, MN – T22.109023 Page TOC-v Municipal Wastewater Denitrification Evaluation Prepared by Bolton & Menk, Inc. This page intentionally left blank. Windom, MN – T22.109023 Page TOC-vi Municipal Wastewater Denitrification Evaluation Prepared by Bolton & Menk, Inc. SECTION 1 INTRODUCTION A. PROJECT BACKGROUND In 2014, the Minnesota Pollution Control Agency (MPCA) announced an Emerging Contaminants Wastewater Initiative with a Request for Proposals for Wastewater Treatment Plant (WWTP) Pilot Projects. The pilot project program was designed to generate practical, transferrable strategies for implementing water quality standards and/or reducing emerging contaminants in wastewater effluent. The pilot project program was developed to target chloride, phosphorous, nitrogen, sulfate, endocrine active compounds, parameters associated with pharmaceuticals or personal care products, and other unregulated chemical of emerging concern. The following report evaluates alternate methods for total nitrogen removal, or denitrification, at the City of Windom Wastewater Treatment Plant (WWTF). The City of Windom has an extended aeration activated sludge treatment system with tertiary filtration. Historically, the influent TKN ranges from 40 mg/L to 100 mg/L. The treatment plant is able to completely nitrify the influent ammonia yielding low effluent ammonia concentrations. However, the effluent nitrate concentrations are high and range from 25 mg/L to 95 mg/L. The high effluent nitrogen concentrations could exceed future potential Total Nitrogen limit of less than 10 mg/L. This would require evaluation of removal strategies designed at reducing the Total Nitrogen level in the wastewater effluent. Through pilot scale operations, alternate treatment technologies can be evaluated relative to current or proposed water quality standards and overall operational challenges and projected capital and operational cost for additional treatment. The following report includes design and operational details, monitoring data and analysis for a denitrification filter and a 2-stage activated sludge denitrification process for the City of Windom. The findings of the analysis are transferred to full scale application at this and other facilities. Windom, MN – T22.109023 Page 1-1 Municipal Wastewater
Recommended publications
  • Redalyc.DENITRIFICATION of WASTEWATER TREATMENT PLANT EFFLUENT USING ANAEROBIC BACTERIAL BED REACTOR IMMERSED: OPERATING PERFO
    Journal of Urban and Environmental Engineering E-ISSN: 1982-3932 [email protected] Universidade Federal da Paraíba Brasil Sylla, Aboubacar; Fatima Ezzahra, Aboussabiq; Najwa, Hassou; Rihani, Mohamed; Jamal, Amine; Omar, Assobhei; Samira, Etahiri DENITRIFICATION OF WASTEWATER TREATMENT PLANT EFFLUENT USING ANAEROBIC BACTERIAL BED REACTOR IMMERSED: OPERATING PERFORMANCE Journal of Urban and Environmental Engineering, vol. 11, núm. 2, julio-diciembre, 2017, pp. 208-218 Universidade Federal da Paraíba Paraíba, Brasil Available in: http://www.redalyc.org/articulo.oa?id=283255970009 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative Journal of Urban and Environmental Journal of Urban and E Engineering, v.11, n.2, p.208-218 Environmental Engineering ISSN 1982-3932 J www.journal-uee.org E doi: 10.4090/juee.2017.v11n2.208218 U DENITRIFICATION OF WASTEWATER TREATMENT PLANT EFFLUENT USING ANAEROBIC BACTERIAL BED REACTOR IMMERSED: OPERATING PERFORMANCE Aboubacar Sylla*, Aboussabiq Fatima Ezzahra, Hassou Najwa, Mohamed Rihani, Amine Jamal, Assobhei Omar and Etahiri Samira BIOMARE Laboratory, Biology Department, Faculty of Science, University Chouaib Doukkali, P.O. Box 20, El Jadida 2400, Morocco. Received 27 August 2016; received in revised form 02 May 2017; accepted 05 July 2017 Abstract: In this study, a heterotrophic denitrification was designed for domestic wastewater treatment with unexpected water flows at different loading rates. Benefited from excellent removal ability COD, shorten operating time and lower maintenance cost. During the time of operation (six months), injection of nitrate was made in the influent RALBI 1 while the RALBI 2 was fed with sewage without addition of nitrate.
    [Show full text]
  • Nitrogen Transformations in Wetlands: Effects of Water Flow Patterns
    S£ 9807//6 Nitrogen transformations in wetlands: Effects of water flow patterns Department of Ecology Limnology Lund University, Sweden Lund 1997 DISCLAIMER Portions of this document may be illegible electronic image products. Images are produced from the best available original document. Organization Document name LUND UNIVERSITY DOCTORAL DISSERTATION Department ofEcology Limnology Date of Issue November 14. 1997 S-223 62 Lund Sweden SE-LUNBDS/NBLL-97/1032-t-l 14pp Authors) Sponsoring organization Torbjorn Davidsson Title and subtitle Nitrogen transformations in wetlands: Effects of water Bow patterns Abstract In this thesis, 1 have studied nitrogen turnover processes in watermcadows. A watcrmcadow is a wetland where water infiltrates through the soil of a grassland field. It is hypothesized that infiltration of water through the soil matrix promotes nutrient transformations compared to surface flow of water, by increasing the contact between water, nutrients, soil organic matter and bacteria. 1 have studied how the balance between nitrogen removal (denitrification, assimilative uptake, adsorption) and release (mineralization, desorption) processes arc affected by water How characteristics. Mass balance studies and direct denitrification measurements at two field sites showed that, although denitrification was high, net nitrogen removal in the watermcadows was poor. This was dueto release of ammonium and dissolved organic nitrogen (DON) from the soils. In laboratory studies, using ,5 N isotope techniques, I have shown that nitrogen turnover is considerably affected by hydrological conditions and by soil type. Infiltration increased virtually all the nitrogen processes, due to deeper penetration of nitrate and oxygen, and extended zones of turnover processes. On the contrary, soils and sediments with surface waterflow, diffusion is the main transfer mechanism.
    [Show full text]
  • Minimization of N2O Emission Through Intermittent Aeration in a Sequencing Batch Reactor (SBR): Main Behavior and Mechanism
    water Article Minimization of N2O Emission through Intermittent Aeration in a Sequencing Batch Reactor (SBR): Main Behavior and Mechanism Tang Liu 1, Shufeng Liu 1,*, Shishi He 2, Zhichao Tian 2 and Maosheng Zheng 2 1 College of Environmental Sciences and Engineering, Peking University, Key Laboratory of Water and Sediment Sciences, Ministry of Education, Beijing 100871, China; [email protected] 2 College of Environmental Science and Technology, North China Electric Power University, Key Laboratory of Resources and Environmental Systems Optimization, Ministry of Education, Beijing 102206, China; [email protected] (S.H.); [email protected] (Z.T.); [email protected] (M.Z.) * Correspondence: [email protected]; Tel.: +86-10-62754292 Abstract: To explore the main behavior and mechanism of minimizing nitrous oxide (N2O) emission through intermittent aeration during wastewater treatment, two lab-scale sequencing batch reac- tors operated at intermittently aerated mode (SBR1), and continuously aerated mode (SBR2) were established. Compared with SBR2, the intermittently aerated SBR1 reached not only a higher total nitrogen removal efficiency (averaged 93.5%) but also a lower N2O-emission factor (0.01–0.53% of influent ammonia), in which short-cut nitrification and denitrification were promoted. Moreover, less accumulation and consumption of polyhydroxyalkanoates, a potential endogenous carbon source promoting N2O emission, were observed in SBR1. Batch experiments revealed that nitrifier denitrifi- cation was the major pathway generating N2O while heterotrophic denitrification played as a sink of N2O, and SBR1 embraced a larger N2O-mitigating capability. Finally, quantitative polymerase chain reaction results suggested that the abundant complete ammonia oxidizer (comammox) ele- vated in the intermittently aerated environment played a potential role in avoiding N2O generation during wastewater treatment.
    [Show full text]
  • External Carbon Sources for Nitrogen Removal
    United States Environmental Protection Agency August 2013 Wastewater Treatment Fact Sheet: External Carbon Sources for Nitrogen Removal DESCRIPTION Discharge permits for publicly owned treatment There are two major sources of organic carbon works (POTWs) and industries often include utilized in wastewater treatment operations. effluent limits for nutrients, including nitrogen. The sources are defined with respect to Total maximum daily loads (TMDLs) for whether they originate within the influent nutrients have and are being developed for many wastewater entering the treatment facility or water bodies throughout the United States. The are provided as an external supplemental TMDLs and resultant waste load allocations to carbon source added to the treatment system. protect impaired water bodies have resulted in Carbon sources are termed external when the more stringent effluent limits for total nitrogen. carbon substrate is sourced from outside the wastewater treatment process i.e., it is not In order to achieve very low total nitrogen limits derived from the influent wastewater or any of less than 6 mg/l through biological onsite treatment processes at the treatment denitrification, a readily biodegradable carbon facility. External supplemental carbon sources source must be available for the denitrifying are brought into the wastewater treatment organisms to use. A supplemental external process usually as pure compounds or high carbon source is often required when organic strength waste materials where concentrations material in the wastewater has been oxidized. can be as high as 1.5 g/L chemical oxygen This is especially true in denitrification processes demand (COD) to facilitate nutrient removal. that are located after the aeration process such Internal carbon sources refer to organic as post or second anoxic zone and denitrifying carbon substrates obtained either within filters.
    [Show full text]
  • Denitrification: from Genes to Ecosystems
    Denitrification: From Genes to Ecosystems Christopher M. Jones Faculty of Natural Resources and Agricultural Sciences Department of Microbiology Uppsala Doctoral Thesis Swedish University of Agricultural Sciences Uppsala 2010 Acta Universitatis agriculturae Sueciae 2010:83 Cover: Montage showing the phylogeny of globally distributed nirS sequences, where tip labels indicate habitat type (see Figure 6, this thesis). Earth photo courtesy of NASA. ISSN 1652-6880 ISBN 978-91-576-7528-6 © 2010 Christopher M. Jones, Uppsala Print: SLU Service/Repro, Uppsala 2010 Denitrification: From Genes to Ecosystems Abstract Denitrification is a part of the global nitrogen cycle in which fixed nitrogen in the biosphere is returned to the atmosphere, and is mediated by diverse communities of microorganisms. This thesis seeks to gain a greater understanding of the ecology of denitrifying microorganisms by examining the pathway from four different aspects; gene, population, community, and ecosystem. A combination of bioinformatic analysis of denitrification genes in pure cultures and environmental samples as well as experimental work with denitrifying bacterial cultures and soil microcosms was performed to understand the relationship between genes and ecosystems in denitrification. Analysis of the phylogeny of genes involved in key steps in the denitrificaiton pathway revealed a different evolutionary pattern for each gene, as processes such as horizontal gene transfer, duplication/divergence, and lineage sorting have contributed differentially to the evolution of catalytic genes at each step. However, genetic variation is not easily translated into an extended phenotype for a population of denitrifiers, as the denitrification phenotype of a set of closely related denitrifying Bacillus soil isolates was variable depending on pH.
    [Show full text]
  • Denitrification, Nutrient Regeneration and Carbon Mineralization in Sediments of Galveston Bay, Texas, USA
    I MARINE ECOLOGY PROGRESS SERIES Vol. 114: 275-288,1994 Published November l7 Mar. Ecol. Prog. Ser. Denitrification, nutrient regeneration and carbon mineralization in sediments of Galveston Bay, Texas, USA Andrew R. Zimmerman*, Ronald Benner ** Marine Science Institute. University of Texas at Austin, Port Aransas. Texas 78373, USA ABSTRACT: Rates of benthic denitrification, oxygen consumption and nutrient regeneration were measured during winter, spring and summer in Galveston Bay (Texas, USA) sediments. Denitrification ranged from 0 to 47 pm01 N2 m-2 h-' with maximal rates generally occurring in the summer and the upper estuary. Oxygen consumption rates ranged from 38 pm01 O2 m-2 h-' in the winter to 353 pm01 O2 m-' h-' in the summer and were correlated with denitrification rates. Variations in bay water tem- perature accounted for 52 % of the variability associated with denitrification rates whereas only 28% of the variability could be attributed to organic carbon content and 15% to salinity, indicating a pre- dominance of temporal over spatial factors in controlling estuarine rates of denitrification. In the spring and summer, denitrification was responsible for the majority (73 and 80%, respectively) of the total benthic inorganic nitrogen efflux while in the winter, nitrogen fluxes were dominated (80 %) by ammo- nium. At salinities less than 6L, cation exchange interactions may have played an important role in retaining ammonium in the sediment, producing the higher rates of denitrification found in the upper estuary. Dissolved inorganic carbon flux was used as a measure of total organic carbon mineralization. The average molar C:N of the remineralized substrate (5.2) was lower than the average C:N of the sediments (12.6) indicating preferent~alremineralization of nitrogen relative to carbon.
    [Show full text]
  • Nitrous-Oxide Production Partitioned Between Nitrification And
    Geophysical Research Abstracts Vol. 21, EGU2019-17970, 2019 EGU General Assembly 2019 © Author(s) 2019. CC Attribution 4.0 license. Nitrous-oxide production partitioned between nitrification and denitrification over the soil-moisture range of the world’s peatlands Jaan Pärn (1), Fotis Sgouridis (2), and Sami Ullah () (1) Department of Geography, Institute of Ecology and Earth Sciences, University of Tartu, Estonia ([email protected]), (2) School of Geographical Sciences, University of Bristol, United Kingdom, (3) School of Geography, Earth and Environmental Sciences, University of Birmingham, United Kingdom Emission of nitrous oxide (N2O), a powerful greenhouse gas and the leading stratospheric-ozone depleter from nitrogen- (N) rich organic soil peaks at intermediate (50% volumetric) soil moisture. Nitrification (oxidation of ammonia (NH4)) and denitrification (reduction of nitrate (NO3)) are the dominant sources of N2O production in soils and their contribution to net N2O emission, in addition to other soil factors, is affected by the degree of saturation with water and subsequently oxygen. Therefore, knowing the effects of soil moisture on the relative contribution of denitrification and nitrification to N2O emission from organic soils across the world could identify management action to reduce N2O emissions. We utilised our library of organic-soil samples collected from 21 peatland sites across the world, tropical to boreal 15 climates. We source-partitioned N2O production in the laboratory using the N gas-flux method in a factorial design representing the full globally observed range of organic-soil moisture and N content. For the source parti- 15 + 15 − + 15 − tioning, we added either NH4 or NO3 (at ∼ 20 % of the ambient soil NH4 and NO3 concentration) in two separate 30g aliquots while retaining the ambient moisture content.
    [Show full text]
  • Nitrogen Regulation by Natural Systems in “Unnatural” Landscapes: Denitrification in Ultra- Urban Coastal Ecosystems
    Ecosystem Health and Sustainability ISSN: 2096-4129 (Print) 2332-8878 (Online) Journal homepage: http://www.tandfonline.com/loi/tehs20 Nitrogen regulation by natural systems in “unnatural” landscapes: denitrification in ultra- urban coastal ecosystems Bernice R. Rosenzweig, Peter M. Groffman, Chester B. Zarnoch, Brett F. Branco, Ellen K. Hartig, James Fitzpatrick, Helen M. Forgione & Adam Parris To cite this article: Bernice R. Rosenzweig, Peter M. Groffman, Chester B. Zarnoch, Brett F. Branco, Ellen K. Hartig, James Fitzpatrick, Helen M. Forgione & Adam Parris (2018) Nitrogen regulation by natural systems in “unnatural” landscapes: denitrification in ultra-urban coastal ecosystems, Ecosystem Health and Sustainability, 4:9, 205-224, DOI: 10.1080/20964129.2018.1527188 To link to this article: https://doi.org/10.1080/20964129.2018.1527188 © 2018 The Author (s). Published by Taylor & Francis Group and Science Press on behalf of the Ecological Society of China. Published online: 17 Oct 2018. Submit your article to this journal Article views: 149 View Crossmark data Full Terms & Conditions of access and use can be found at http://www.tandfonline.com/action/journalInformation?journalCode=tehs20 ECOSYSTEM HEALTH AND SUSTAINABILITY 2018, VOL. 4, NO. 9, 205–224 https://doi.org/10.1080/20964129.2018.1527188 Nitrogen regulation by natural systems in “unnatural” landscapes: denitrification in ultra-urban coastal ecosystems Bernice R. Rosenzweiga, Peter M. Groffmana,b,c, Chester B. Zarnochd, Brett F. Brancob, Ellen K. Hartige, James Fitzpatrickf,
    [Show full text]
  • Marine Microorganisms and Global Nutrient Cycles Kevin R
    03 Arrigo 15-21 6/9/05 11:17 AM Page 15 NATURE|Vol 437|15 September 2005|doi:10.1038/nature04158 INSIGHT REVIEW Marine microorganisms and global nutrient cycles Kevin R. Arrigo1 The way that nutrients cycle through atmospheric, terrestrial, oceanic and associated biotic reservoirs can constrain rates of biological production and help structure ecosystems on land and in the sea. On a global scale, cycling of nutrients also affects the concentration of atmospheric carbon dioxide. Because of their capacity for rapid growth, marine microorganisms are a major component of global nutrient cycles. Understanding what controls their distributions and their diverse suite of nutrient transformations is a major challenge facing contemporary biological oceanographers. What is emerging is an appreciation of the previously unknown degree of complexity within the marine microbial community. To understand how carbon and nutrients, such as nitrogen and phos- through the activities of marine phytoplankton. phorus, cycle through the atmosphere, land and oceans, we need a Unfortunately, a clear mechanism explaining the observed magni- clearer picture of the underlying processes. This is particularly impor- tude of the Redfield C:N:P ratio of 106:16:1 for either phytoplankton tant in the face of increasing anthropogenic nutrient release and or the deep ocean has been elusive. It has long been recognized that climate change. Marine microbes, which are responsible for approxi- conditions exist under which phytoplankton stoichiometry diverges mately half of the
    [Show full text]
  • Denitrification and Associated Nitrous Oxide and Carbon Dioxide
    Biogeosciences, 17, 4297–4311, 2020 https://doi.org/10.5194/bg-17-4297-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Denitrification and associated nitrous oxide and carbon dioxide emissions from the Amazonian wetlands Jérémy Guilhen1,2, Ahmad Al Bitar2, Sabine Sauvage1, Marie Parrens2,3, Jean-Michel Martinez4, Gwenael Abril5,6, Patricia Moreira-Turcq7, and José-Miguel Sánchez-Pérez1 1Laboratoire Écologie Fonctionnelle et Environnement, Institut national polytechnique de Toulouse (INPT), CNRS, Université de Toulouse (UPS), Toulouse, France 2Centre d’Etudes Spatiales de la Biosphère (CESBIO), CNES, Université de Toulouse (UPS), Toulouse, France 3Dynafor, Université de Toulouse, INRAE, INPT, INP-PURPAN, Castanet-Tolosan, France 4Géosciences Environnement Toulouse (GET), IRD–CNRS, Université Toulouse (UPS), Toulouse, France 5Biologie des Organismes et Ecosystèmes Aquatiques (BOREA), Muséum National d’Histoire Naturelle, Paris, France 6Programa de Geoquímica, Universidade Federal Fluminense, Outeiro São João Batista, Niterói, RJ, Brazil 7Institut de Recherche pour le Développement (IRD), Géosciences Environnement Toulouse (GET), UMR 5563, Lima, Peru Correspondence: Jérémy Guilhen ([email protected]) and Sabine Sauvage ([email protected]) Received: 9 January 2020 – Discussion started: 12 February 2020 Revised: 7 July 2020 – Accepted: 16 July 2020 – Published: 28 August 2020 Abstract. In this paper, we quantify the CO2 and N2O emis- When compared to other wetlands in different pedoclimatic sions from denitrification over the Amazonian wetlands. The environments we found that the Amazonian wetlands have study concerns the entire Amazonian wetland ecosystem similar emissions of N2O with the Congo tropical wetlands with a specific focus on three floodplain (FP) locations: the and lower emissions than the temperate and tropical anthro- Branco FP, the Madeira FP and the FP alongside the Ama- pogenic wetlands of the Garonne (France), the Rhine (Eu- zon River.
    [Show full text]
  • Control Factors of the Marine Nitrogen Cycle
    Control factors of the marine nitrogen cycle The role of meiofauna, macrofauna, oxygen and aggregates Stefano Bonaglia Academic dissertation for the Degree of Doctor of Philosophy in Geochemistry at Stockholm University to be publicly defended on Wednesday 29 April 2015 at 13.00 in Nordenskiöldsalen, Geovetenskapens hus, Svante Arrhenius väg 12. Abstract The ocean is the most extended biome present on our planet. Recent decades have seen a dramatic increase in the number and gravity of threats impacting the ocean, including discharge of pollutants, cultural eutrophication and spread of alien species. It is essential therefore to understand how different impacts may affect the marine realm, its life forms and biogeochemical cycles. The marine nitrogen cycle is of particular importance because nitrogen is the limiting factor in the ocean and a better understanding of its reaction mechanisms and regulation is indispensable. Furthermore, new nitrogen pathways have continuously been described. The scope of this project was to better constrain cause-effect mechanisms of microbially mediated nitrogen pathways, and how these can be affected by biotic and abiotic factors. This thesis demonstrates that meiofauna, the most abundant animal group inhabiting the world’s seafloors, considerably alters nitrogen cycling by enhancing nitrogen loss from the system. In contrast, larger fauna such as the polychaete Marenzelleria spp. enhance nitrogen retention, when they invade eutrophic Baltic Sea sediments. Sediment anoxia, caused by nutrient excess, has negative consequences for ecosystem processes such as nitrogen removal because it stops nitrification, which in turn limits both denitrification and anammox. This was the case of Himmerfjärden and Byfjord, two estuarine systems affected by anthropogenic activities, such as treated sewage discharges.
    [Show full text]
  • Identifying the Mechanisms Behind the Positive Feedback Loop Between Nitrogen Cycling and Algal Blooms in a Shallow Eutrophic Lake
    water Article Identifying the Mechanisms behind the Positive Feedback Loop between Nitrogen Cycling and Algal Blooms in a Shallow Eutrophic Lake Yu Yao 1,2, Huaji Liu 1,2,* , Ruiming Han 1,2 , Dujun Li 1,2 and Limin Zhang 3,4 1 School of Environment, Nanjing Normal University, Nanjing 210023, China; [email protected] (Y.Y.); [email protected] (R.H.); [email protected] (D.L.) 2 Jiangsu Center for Collaborative Innovation in Geographical Information Resource Development and Application, Nanjing 210023, China 3 Green Economy Development Institute, Nanjing University of Finance and Economics, Nanjing 210023, China; [email protected] 4 Jiangsu Engineering Lab of Water and Soil Eco-Remediation, Nanjing Normal University, Nanjing 210023, China * Correspondence: [email protected]; Tel./Fax: +86-025-83787332 Abstract: Algal blooms have increased in frequency, intensity, and duration in response to nitrogen (N) cycling in freshwater ecosystems. We conducted a high-resolution sedimentary study of N transformation and its associated microbial activity in Lake Taihu to assess the accumulation rates of the different N fractions in response to algal blooms, aiming to understand the mechanisms of N cycling in lacustrine environments. Downcore nitrification and denitrification processes were measured simultaneously in situ via diffusive gradients in thin-films technique, peeper, and mi- croelectrode devices in a region of intensified algal blooms of shallow lake. The decomposition of different biomasses of algal blooms did not change the main controlling factor on different N Citation: Yao, Y.; Liu, H.; Han, R.; Li, fractions in profundal sediment. However, the decomposition of different algal biomasses led to D.; Zhang, L.
    [Show full text]