The Enigma of Progress in Denitrification Research
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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 -
Deterioration of Denitrification by Oxygen and Cost Evaluation of Electron Donor in an Uncovered Pre-Denitrification Process
Korean J. Chem. Eng., 29(9), 1196-1202 (2012) DOI: 10.1007/s11814-012-0004-5 INVITED REVIEW PAPER Deterioration of denitrification by oxygen and cost evaluation of electron donor in an uncovered pre-denitrification process Seung Joo Lim†, Tak-Hyun Kim, Tae-Hun Kim, and In Hwan Shin Research Division for Industry and Environment, Korea Atomic Energy Research Institute, 1266, Sinjeong, Jeongeup, Jeonbuk 580-185, Korea (Received 11 September 2011 • accepted 16 January 2012) Abstract−Specific nitrate uptake rates (SNURs) under two test conditions were measured to evaluate effects of oxy- gen inhibition on denitrification. A test condition was that activated sludge was completely prevented from contacting of oxygen (SNURclosed), the other was that activated sludge was contacted to free air (SNURopen). Municipal wastewater and acetate were used as electron donors. SNURclosed was 2.42 mg NO3-N/g VSS-hr and SNURopen was 1.09 mg NO3- N/g VSS-hr when municipal wastewater was used as electron donor. Meanwhile, when acetate was used as electron donor, SNURclosed was 24.65 mg NO3-N/g VSS-hr and SNURopen was 18.00 mg NO3-N/g VSS-hr. The operating costs for electron donors were calculated based on the unit price of acetate to remove nitrate. When municipal wastewater was used as electron donor the ratio of costopen to costclosed was 0.45. Cost evaluation showed the adverse impacts on denitrification and explained why an anoxic reactor should be sequestered from oxygen. Key words: Specific Nitrate Uptake Rate, Denitrification, Oxygen Inhibition, C/N Ratio, Cost Evaluation INTRODUCTION decades [3,8,15-19]. -
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. -
Applications and Rate-Limiting Parameters of Aerobic Denitrification
2018 3rd International Conference on Life Sciences, Medicine, and Health (ICLSMH 2018) Applications and Rate-limiting Parameters of Aerobic Denitrification Huiying Li1, a, Wenxiang Wang1, b, Bo Yan2 1Deparment of Heavy Metal Pollution Control and Comprehensive Utilization of Resources Key Laboratory, Guangdong Polytechnic of Environmental Protection Engineering, Foshan, 528216, China 2State Key Laboratory of Organic Geochemistry, Guangdong Key Laboratory of Environmental Protection and Resources Utilization, Guangzhou Institute of Geochemistry, Chinese Academy of Science, Guangzhou 510640) aemail: [email protected], bemail: [email protected] Keywords: Aerobic denitrification; Aerobic denitrifiers; Rate-limiting parameters Abstract: The presence of nitrogenous substances in wastewater discharges has attracted attention because of the role of nitrogen in eutrophication of receiving waters. Nitrogen removal is an important aspect of present day wastewater treatment processes. However, conventional nitrification–denitrification treatment is uneconomical and difficult to operate due to extremely slow nitrification and the necessity for separate nitrification and denitrification reactors. Recently, several novel aerobic denitrification processes have been developed for cost-effective biological nitrogen removal. These processes can reduce inorganic nitrate compounds to harmless nitrogen gas. Applications of aerobic denitrifiers in wastewater processing and NOx treatment are summarized. The effect of the C/N ratio and dissolved oxygen concentration on the denitrification activity are noted. 1. Introduction In recent years, with the increase of industrial and agricultural pollution and soil erosion, nitrogen pollution has become increasingly serious. It will cause eutrophication of water bodies and may also cause harm to humans and animals. The biological nitrogen removal method is highly efficient and low-cost, and has become one of the economical and effective methods for sewage denitrification treatment. -
Nitrogen Pollution and the European Environment Implications for Air Quality Policy
Science for Environment Policy IN-DEPTH REPORT Nitrogen Pollution and the European Environment Implications for Air Quality Policy September 2013 Environment Science for Environment Policy This In-depth Report is written and edited by the Science Nitrogen Pollution and the European Environment Communication Unit, University of the West of England Implications for Air Quality Policy (UWE), Bristol Email: [email protected] Acknowledgements Contents We wish to thank Prof Mark Sutton of the Centre for Ecology and Hydrology for his input to this report. Final responsibility Executive summary 3 for the content and accuracy of the report, however, lies solely with the author. Introduction 5 1. The economic cost of the ecological Images impacts of nitrogen pollution 9 Page 3: ©istockphoto.com/chukov 2. The relative importance of reduced Page 6, Figure 1: Rockström et al., 2009a Page 6, Figure 2: INI, 2010 and oxidised nitrogen pollutants 12 Page 7, Figure 3: Erisman et al., 2011 3. Nitrogen and climate change 15 Page 8, Figure 4: Sutton and Billen, 2010 4. Potential co-benefits from improved Page 9, Figure 5: Brink et al. 2011 Page 14, Figure 6: Stevens et al., 2011 nitrogen efficiency in agriculture 18 Page 9, Table 1: Brink et al. 2011 5. The potential for new air quality Page 9, Table 2: Brink et al. 2011 limits on ammonia to help achieve objectives of the Habitats Directive 24 In conclusion 26 About Science for Environment Policy Science for Environment Policy is a free news and information service published by the European Commission’s Directorate-General Environment, which provides the latest environmental policy- relevant research findings. -
Comparative Study of Aerobic and Nitrate Respiration in Pseudomonas Stutzeri
AN ABSTRACT OF THE THESIS OF JERRY VINCENT MAYEUX for the Ph.D. in MICROBIOLOGY (Name) (Degree) (Major) Date thesis is presented December 12, 1964 Title COMPARATIVE STUDY OF AEROBIC AND NITRATE RESPIRATION IN PSEUDOMONAS STUTZERI Abstract approved (Major Professor) Some forms of bacterial respiration do not involve molecular oxygen but instead utilize other hydrogen acceptors for oxidation of the substrate. Various organic and inorganic acceptors may be used. In the present study, the inorganic radicals, nitrate and nitrite, were investigated. Preliminary evidence indicated that nitrate and oxygen are able to compete effectively as acceptors of hydrogen in respiration. It is the purpose of this dissertation to extend this observation with the hope that the degree of compe- tition may be elucidated and information obtained regarding the conditions under which nitrate and nitrite can most effectively compete with oxygen. A strain of Pseudomonas stutzeri was used throughout the study. Experiments were conducted with the closed electrolytic respirometer flasks which could be flushed with helium gas for anaerobic studies or with 20% oxygen in helium for aerobic studies. The vessels containing a magnetic bar were set on magnetic stirrers to obtain maximum aeration of the medium. Samples of the respirometer atmos- phere were assayed with a Beckman GC -2 gas chromatograph. Analyses for CO2, NO3-, NO2- and fermentation products were performed by conventional procedures. Dissolved oxygen was measured with a Precision Scientific Oxygen Analyzer. P. stutzeri has a definite requirement for some component sup- plied by yeast extract. No denitrifying activity is noted in the absence of yeast extract. Neither nitrate nor nitrite can be as- similated by the cell although either can be used as the sole hydrogen acceptor in respiration. -
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. -
Nutrient Control Design Manual: State of Technology Review Report,” Were
United States Office of Research and EPA/600/R‐09/012 Environmental Protection Development January 2009 Agency Washington, DC 20460 Nutrient Control Design Manual State of Technology Review Report EPA/600/R‐09/012 January 2009 Nutrient Control Design Manual State of Technology Review Report by The Cadmus Group, Inc 57 Water Street Watertown, MA 02472 Scientific, Technical, Research, Engineering, and Modeling Support (STREAMS) Task Order 68 Contract No. EP‐C‐05‐058 George T. Moore, Task Order Manager United States Environmental Protection Agency Office of Research and Development / National Risk Management Research Laboratory 26 West Martin Luther King Drive, Mail Code 445 Cincinnati, Ohio, 45268 Notice This document was prepared by The Cadmus Group, Inc. (Cadmus) under EPA Contract No. EP‐C‐ 05‐058, Task Order 68. The Cadmus Team was lead by Patricia Hertzler and Laura Dufresne with Senior Advisors Clifford Randall, Emeritus Professor of Civil and Environmental Engineering at Virginia Tech and Director of the Occoquan Watershed Monitoring Program; James Barnard, Global Practice and Technology Leader at Black & Veatch; David Stensel, Professor of Civil and Environmental Engineering at the University of Washington; and Jeanette Brown, Executive Director of the Stamford Water Pollution Control Authority and Adjunct Professor of Environmental Engineering at Manhattan College. Disclaimer The views expressed in this document are those of the individual authors and do not necessarily, reflect the views and policies of the U.S. Environmental Protection Agency (EPA). Mention of trade names or commercial products does not constitute endorsement or recommendation for use. This document has been reviewed in accordance with EPA’s peer and administrative review policies and approved for publication. -
Impact of Reactive Surfaces on the Abiotic Reaction Between Nitrite and 2 Ferrous Iron and Associated Nitrogen and Oxygen Isotope Dynamics
https://doi.org/10.5194/bg-2020-73 Preprint. Discussion started: 17 March 2020 c Author(s) 2020. CC BY 4.0 License. 1 Impact of reactive surfaces on the abiotic reaction between nitrite and 2 ferrous iron and associated nitrogen and oxygen isotope dynamics 3 Anna-Neva Visser1,4, Scott D. Wankel2, Pascal A. Niklaus3, James M. Byrne4, Andreas A. Kappler4, 4 Moritz F. Lehmann1 5 1Department of Environmental Sciences, Basel University, Bernoullistrasse 30, 4056 Basel, Switzerland 6 2Woods Hole Oceanographic Institution, Woods Hole, 360 Woods Hole Rd, MA 02543, USA 7 3Department of Evolutionary Biology and Environmental Studies, University of Zürich, Winterthurerstrasse 190, 8057 Zürich, 8 Switzerland 9 4Department of Geosciences, Tübingen University, Hölderlinstrasse 12, 72074 Tübingen, Germany 10 Correspondence to: Anna-Neva Visser ([email protected]) 11 Abstract. Anaerobic nitrate-dependent Fe(II) oxidation (NDFeO) is widespread in various aquatic environments, and plays a 12 major role in iron and nitrogen redox dynamics. However, evidence for truly enzymatic, autotrophic NDFeO remains limited, 13 with alternative explanations involving coupling of heterotrophic denitrification with abiotic oxidation of structurally-bound 14 or aqueous Fe(II) by reactive intermediate N species (chemodenitrification). The extent to which chemodenitrification is 15 caused, or enhanced, by ex vivo surface catalytic effects has, so far, not been directly tested. To determine whether the presence 16 of either a Fe(II)-bearing mineral or dead biomass (DB) catalyses chemodenitrification, two different sets of anoxic batch 17 experiment were conducted: 2 mM Fe(II) was added to a low-phosphate medium, resulting in the precipitation of vivianite - 8 - 18 (Fe3(PO4)2), to which later 2 mM nitrite (NO2 ) was added, with or without an autoclaved cell suspension (~1.96×10 cells ml 1 2+ 19 ) of Shewanella oneidensis MR-1. -
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. -
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. -
Nitrogen Removal in Oligotrophic Reservoir Water by a Mixed Aerobic Denitrifying Consortium: Influencing Factors and Immobilization Effects
International Journal of Environmental Research and Public Health Article Nitrogen Removal in Oligotrophic Reservoir Water by a Mixed Aerobic Denitrifying Consortium: Influencing Factors and Immobilization Effects Hanyue Wang 1,2, Tong Wang 1,2, Shangye Yang 1,2, Xueqing Liu 1,2, Liqing Kou 1,2, Tinglin Huang 1,2,* and Gang Wen 1,2,* 1 Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE, Xi’an University of Architecture and Technology, Xi’an 710055, China; [email protected] (H.W.); [email protected] (T.W.); [email protected] (S.Y.); [email protected] (X.L.); [email protected] (L.K.) 2 Shaanxi Key Laboratory of Environmental Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China * Correspondence: [email protected] (T.H.); [email protected] (G.W.); Tel.: +86-29-8220-1038 (T.H.); +86-29-8220-7886 (G.W.) Received: 4 January 2019; Accepted: 5 February 2019; Published: 17 February 2019 Abstract: Nitrogen pollution in reservoirs has received increasing attention in recent years. Although a number of aerobic denitrifying strains have been isolated to remove nitrogen from eutrophic waters, the situation in oligotrophic water environments has not received significant attention. In this study, a mixed aerobic denitrifying consortium screened from reservoir samples was used to remove nitrogen in an oligotrophic denitrification medium and actual oligotrophic source water. The results − showed that the consortium removed 75.32% of nitrate (NO3 -N) and 63.11% of the total nitrogen (TN) in oligotrophic reservoir water during a 24-h aerobic cultivation. More initial carbon source was − helpful for simultaneous removal of carbon and nitrogen in the reservoir source water.