The Marine Nitrogen Cycle: Overview and Challenges
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Host-Secreted Antimicrobial Peptide Enforces Symbiotic Selectivity in Medicago Truncatula
Host-secreted antimicrobial peptide enforces symbiotic selectivity in Medicago truncatula Qi Wanga, Shengming Yanga, Jinge Liua, Kata Terecskeib, Edit Ábrahámb, Anikó Gombárc, Ágota Domonkosc, Attila Szucs} b, Péter Körmöczib, Ting Wangb, Lili Fodorc, Linyong Maod,e, Zhangjun Feid,e, Éva Kondorosib,1, Péter Kalóc, Attila Keresztb, and Hongyan Zhua,1 aDepartment of Plant and Soil Sciences, University of Kentucky, Lexington, KY 40546; bInstitute of Biochemistry, Biological Research Center, Szeged 6726, Hungary; cNational Agricultural Research and Innovation Centre, Agricultural Biotechnology Institute, Gödöllo} 2100, Hungary; dBoyce Thompson Institute for Plant Research, Cornell University, Ithaca, NY 14853; and eU.S. Department of Agriculture–Agricultural Research Service Robert W. Holley Center for Agriculture and Health, Cornell University, Ithaca, NY 14853 Contributed by Éva Kondorosi, February 14, 2017 (sent for review January 17, 2017; reviewed by Rebecca Dickstein and Julia Frugoli) Legumes engage in root nodule symbioses with nitrogen-fixing effectors or microbe-associated molecular patterns (MAMPs) soil bacteria known as rhizobia. In nodule cells, bacteria are enclosed such as surface polysaccharides to facilitate their invasion of the in membrane-bound vesicles called symbiosomes and differentiate host (7, 8). Therefore, effector- or MAMP-triggered plant im- into bacteroids that are capable of converting atmospheric nitrogen munity mediated by intracellular nucleotide binding/leucine-rich into ammonia. Bacteroid differentiation -
3. Anammox Process
3. Anammox Process 1 Outline of Anammox Process Anammox (anaerobic ammonium oxidation) is a novel anaerobically autotrophic nitrogen transformation pathway. + - - + 1 NH4 + 1.32 NO2 + 0.066 HCO3 + 0.13 H - → 1.02 N2 + 0.26 NO3 + 0.066 CH2O0.5N0.15 + 2.03 H2O The advantages of anammox process compared with conventional BNR process N2 Organic Energy saving: Reduction anammox matter of O2 requirement denitrification Cost saving: Organic - - NH3 NO2 NO3 matter (methanol) for nitrification denitrification is not necessary O2 Copyright (c) 2012 Japan Sewage Works Agency All rights reserved. 2 Application of Anammox Process to Municipal Wastewater Target of application to municipal wastewater Treatment of filtrate from a dewatering process of anaerobically digested sludge Characteristically high levels ammonia, relatively little organic matter High water temperature (optimum growth temperature of anammox bacteria: 30-40C˚) Two different processes are required; Converting ammonia to nitrite (nitritation) Converting ammonia and nitrite into nitrogen gas (anammox) 3 Basic Flow of Anammox Process Two-stage type process Pretreatment Nitritation Anammox + + NH4 -N NH4 -N Influent ? + Effluent - - NO2 -N NO2 -N (Bypass) N2 Single-stage type process Nitritation + Pretreatment Anammox + NH4 -N Influent + Effluent - NO2 -N 4 N2 Outline of Anammox Processes Evaluated in JS Technology Evaluation Process A Process B Process C Flow equalization Flow equalization Flow equalization Pretreatment (BOD removal) (BOD removal) (Coagulation) Screen (Coagulation) -
The Distributions Of, and Relationship Between, 3He and Nitrate in Eddies
ARTICLE IN PRESS Deep-Sea Research II 55 (2008) 1389– 1397 Contents lists available at ScienceDirect Deep-Sea Research II journal homepage: www.elsevier.com/locate/dsr2 The distributions of, and relationship between, 3He and nitrate in eddies W.J. Jenkins Ã, D.J. McGillicuddy Jr., D.E. Lott III Department of Marine Chemistry and Geochemistry, Woods Hole Oceanographic Institution, Woods Hole, MA 02543, USA article info abstract Article history: We present and discuss the distribution of 3He and its relationship to nutrients in two eddies (cyclone Accepted 4 February 2008 C1 and anticyclone A4) with a view towards examining eddy-related mechanisms whereby nutrients Available online 9 May 2008 are transported from the upper 200–300 m into the euphotic zone of the Sargasso Sea. The different Keywords: behavior of these tracers in the euphotic zone results in changes in their distributions and relationships Biogeochemical tracers that may provide important clues as to the nature of physical and biological processes involved. Tracer techniques The cyclonic eddy (C1) is characterized by substantial 3He excesses within the euphotic zone. The 3 He distribution of this excess 3He is strongly suggestive of both past and recent ongoing deep-water Eddies injection into the euphotic zone. Crude mass balance calculations suggest that an average of Atlantic Ocean approximately 1.470.7 mol mÀ2 of nitrate has been introduced into the euphotic zone of eddy C1, Sargasso Sea consistent with the integrated apparent oxygen utilization anomaly in the aphotic zone below. The 3 He–NO3 relationship within the eddy deviates substantially from the linear thermocline trend, suggestive of incomplete drawdown of nutrients and/or substantial mixing between euphotic and aphotic zone waters. -
Grade 3 Unit 2 Overview Open Ocean Habitats Introduction
G3 U2 OVR GRADE 3 UNIT 2 OVERVIEW Open Ocean Habitats Introduction The open ocean has always played a vital role in the culture, subsistence, and economic well-being of Hawai‘i’s inhabitants. The Hawaiian Islands lie in the Pacifi c Ocean, a body of water covering more than one-third of the Earth’s surface. In the following four lessons, students learn about open ocean habitats, from the ocean’s lighter surface to the darker bottom fl oor thousands of feet below the surface. Although organisms are scarce in the deep sea, there is a large diversity of organisms in addition to bottom fi sh such as polycheate worms, crustaceans, and bivalve mollusks. They come to realize that few things in the open ocean have adapted to cope with the increased pressure from the weight of the water column at that depth, in complete darkness and frigid temperatures. Students fi nd out, through instruction, presentations, and website research, that the vast open ocean is divided into zones. The pelagic zone consists of the open ocean habitat that begins at the edge of the continental shelf and extends from the surface to the ocean bottom. This zone is further sub-divided into the photic (sunlight) and disphotic (twilight) zones where most ocean organisms live. Below these two sub-zones is the aphotic (darkness) zone. In this unit, students learn about each of the ocean zones, and identify and note animals living in each zone. They also research and keep records of the evolutionary physical features and functions that animals they study have acquired to survive in harsh open ocean habitats. -
Anammox) Process to Treat Sidestream and Mainstream Wastewaters: Lab-Scale and Full-Scale Studies
Application and Characterization of Anaerobic Ammonium Oxidation (Anammox) Process to Treat Sidestream and Mainstream Wastewaters: Lab-scale and Full-scale Studies Zheqin Li Submitted in partial fulfillment of the Requirements for the degree of Doctor of Philosophy in the Graduate School of Arts and Sciences Columbia University 2018 I © 2018 Zheqin Li All rights reserved Abstract Application and Characterization of Anaerobic Ammonium Oxidation (Anammox) Process to Treat Sidestream and Mainstream Wastewaters: Lab-scale and Full-scale Studies Zheqin Li Compared to conventional nitrification and denitrification, anaerobic ammonium oxidation (anammox) is a more energy saving and cost effective process for biological nitrogen removal (BNR). To date, the anammox process has been applied widely and designed mainly to treat sidestream wastewaters. However, only 15%-20% of the influent domestic sewage nitrogen loading is present in the sidestream, while the bulk of it still needs to be removed from the mainstream. Research efforts thus have shifted from sidestream to mainstream applications of anammox, including the application of anammox bioreactors at low temperature, low influent ammonium strength, and under the presence of organic carbon (characteristic of municipal mainstream wastewaters). In this dissertation research, the applicability of anammox process in lab-scale and full-scale mainstream systems have been studied. The overall goals of this dissertation research were (1) to develop an effective strategy to enrich an anammox moving bed -
Respiration in the Mesopelagic and Bathypelagic Zones of the Oceans
CHAPTER 10 Respiration in the mesopelagic and bathypelagic zones of the oceans Javier Arístegui1, Susana Agustí2, Jack J. Middelburg3, and Carlos M. Duarte2 1 Facultad de Ciencias del Mar, Universidad de las Palmas de Gran Canaria, Spain 2 IMEDEA (CSIC–UIB), Spain 3 Netherlands Institute of Ecology, The Netherlands Outline In this chapter the mechanisms of transport and remineralization of organic matter in the dark water-column and sediments of the oceans are reviewed. We compare the different approaches to estimate respiration rates, and discuss the discrepancies obtained by the different methodologies. Finally, a respiratory carbon budget is produced for the dark ocean, which includes vertical and lateral fluxes of organic matter. In spite of the uncertainties inherent in the different approaches to estimate carbon fluxes and oxygen consumption in the dark ocean, estimates vary only by a factor of 1.5. Overall, direct measurements of respiration, as well as − indirect approaches, converge to suggest a total dark ocean respiration of 1.5–1.7 Pmol C a 1. Carbon mass − balances in the dark ocean suggest that the dark ocean receives 1.5–1.6 Pmol C a 1, similar to the estimated respiration, of which >70% is in the form of sinking particles. Almost all the organic matter (∼92%) is remineralized in the water column, the burial in sediments accounts for <1%. Mesopelagic (150–1000 m) − − respiration accounts for ∼70% of dark ocean respiration, with average integrated rates of 3–4 mol C m 2 a 1, − − 6–8 times greater than in the bathypelagic zone (∼0.5 mol C m 2 a 1). -
Residence Time, Chemical and Isotopic Analysis of Nitrate in The
Residence Time, Chemical and Isotopic Analysis of Nitrate in the Groundwater and Surface Water of a Small Agricultural Watershed in the Coastal Plain, Bucks Branch, Sussex County, Delaware John Clune ([email protected]) Judy Denver ([email protected]) Introduction Introduction Problem/Need Resource managers need a practical perspective on travel time of groundwater to streams, detailed understanding of the sources of nitrogen for targeting management efforts and to better quantify water-quality improvements Introduction High TN Bucks Branch has some of the highest measured concentrations of total nitrogen in any stream in the State (Delaware Department of Natural Resources and Environmental Control, 2010) and most of the nitrogen is in the form of nitrate. Introduction Sources The vast majority of nitrogen inputs in this part of Sussex County, Delaware are from manure and fertilizer Purpose/Objectives The purpose of this study was to present (1) estimated residence times of groundwater and (2) and provide a chemical and isotopic analysis of nitrate in the groundwater and surface water of the Bucks Branch watershed Purpose/Objectives The purpose of this study was to present Concentrations of sulfur (1) estimated residence times hexafluoride (SF6), dissolved gases and silica of groundwater and (2) and provide a in groundwater and chemical and isotopic analysis of nitrate surface water to in the groundwater and surface water of determine the apparent the Bucks Branch watershed age of groundwater in the aquifer and to estimate the average residence -
Estimation of Groundwater Mean Residence Time in Unconfined Karst Aquifers Using Recession Curves
A. Kavousi and E. Raeisi – Estimation of groundwater mean residence time in unconfined karst aquifers using recession curves. Journal of Cave and Karst Studies, v. 77, no. 2, p. 108–119. DOI: 10.4311/2014ES0106 ESTIMATION OF GROUNDWATER MEAN RESIDENCE TIME IN UNCONFINED KARST AQUIFERS USING RECESSION CURVES ALIREZA KAVOUSI AND EZZAT RAEISI Dept. of Earth Sciences, College of Sciences, Shiraz University, 71454 Shiraz, Iran, [email protected], [email protected] Abstract: A new parsimonious method is proposed to estimate the mean residence time of groundwater emerging at any specific time during recession periods from karst springs. The method is applicable to unconfined karstic aquifers with no-flow boundaries. The only required data are numerous consecutive spring hydrographs involving a wide range of discharge from high to low flow and the relevant precipitation hyetographs. First, a master recession curve is constructed using the matching-strip method. Then, discharge components corresponding to the individual hydrographs at any desired time are estimated by extrapolation of recession curves based on the master curve. Residence times are also taken from the time elapsed since the events’ centroids. Finally, the mean residence time is calculated by a discharge-weighted average. The proposed method was evaluated for the Sheshpeer Spring in Iran. There are 259 sinkholes in the catchment area of the Sheshpeer unconfined aquifer, and all the boundaries are physically no-flow. The mean residence time calculated by the proposed method was about one year longer than that of uranine dye tracer. The tracer mean time is representative of flowing water between the injection and emergence points, but the mean time by the proposed method is representative of all active circulating water throughout the entire aquifer. -
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 -
Nitrogen Removal from Wastewater Through Partial Nitrification / Anammox Process
NITROGEN REMOVAL FROM WASTEWATER THROUGH PARTIAL NITRIFICATION / ANAMMOX PROCESS by Fatemeh Kosari B.Sc. Iran University of Science and Technology 2005 A THESIS SUBMITED IN PARTIAL FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF APPLIED SCIENCE in The Faculty of Graduate Studies (Civil Engineering) THE UNIVERSITY OF BRITISH COLUMBIA (Vancouver) August 2011 © Fatemeh Kosari,2011 Abstract Nitrogen removal from wastewater through partial nitrification/Anammox was investigated. The objectives of the research were divided to three distinctive and related areas: Partial Nitrification (PN) process, Anammox reaction and green house gases emission from partial nitrification and Anammox reactor. In the PN process, research objectives were to determine: 1) the effect Dissolved Oxygen concentration, alkalinity on the PN reaction 2) evaluation of continuous moving bed biofilm reactor (MBBR) and sequencing batch reactor (SBR) for partial nitrification process. The main goals of the Anammox process study was to investigate: 1) parameters, which affect the Anammox process 2) evaluation of continuous moving bed biofilm reactor, hybrid reactor and up-flow fixed-bed reactor for the Anammox process. In the last stage, N2O and NO emissions from both partial nitrification and Anammox reactor under various operating conditions were determined. Partial nitrification in the sequencing batch reactor was more efficient, compared to continuous moving bed biofilm reactor. Alkalinity was investigated as a limiting factor for oxidizing more ammonium to nitrite in the PN reactor. The effluent of the MBBR contained 59.7% ammonium, 31.7 % nitrite and 8.5 % nitrate and gaseous products, such as nitrous oxide and nitrogen as initial nitrogen load. Whereas, the SBR could convert more than 45% of the ammonium to nitrite; in fact, the effluent of the SBR reactor contained 45.1% ammonium, 45.1% nitrite and 1.9% nitrate, as initial nitrogen load. -
Human Alteration of the Global Nitrogen Cycle
What is Nitrogen? Human Alteration of the Nitrogen is the most abundant element in Global Nitrogen Cycle the Earth’s atmosphere. Nitrogen makes up 78% of the troposphere. Nitrogen cannot be absorbed directly by the plants and animals until it is converted into compounds they can use. This process is called the Nitrogen Cycle. Heather McGraw, Mandy Williams, Suzanne Heinzel, and Cristen Whorl, Give SIUE Permission to Put Our Presentation on E-reserve at Lovejoy Library. The Nitrogen Cycle How does the nitrogen cycle work? Step 1- Nitrogen Fixation- Special bacteria convert the nitrogen gas (N2 ) to ammonia (NH3) which the plants can use. Step 2- Nitrification- Nitrification is the process which converts the ammonia into nitrite ions which the plants can take in as nutrients. Step 3- Ammonification- After all of the living organisms have used the nitrogen, decomposer bacteria convert the nitrogen-rich waste compounds into simpler ones. Step 4- Denitrification- Denitrification is the final step in which other bacteria convert the simple nitrogen compounds back into nitrogen gas (N2 ), which is then released back into the atmosphere to begin the cycle again. How does human intervention affect the nitrogen cycle? Nitric Oxide (NO) is released into the atmosphere when any type of fuel is burned. This includes byproducts of internal combustion engines. Production and Use of Nitrous Oxide (N2O) is released into the atmosphere through Nitrogen Fertilizers bacteria in livestock waste and commercial fertilizers applied to the soil. Removing nitrogen from the Earth’s crust and soil when we mine nitrogen-rich mineral deposits. Discharge of municipal sewage adds nitrogen compounds to aquatic ecosystems which disrupts the ecosystem and kills fish. -
Nitrogen Metabolism in Phytoplankton - Y
MARINE ECOLOGY – Nitrogen Metabolism in Phytoplankton - Y. Collos, J. A. Berges NITROGEN METABOLISM IN PHYTOPLANKTON Y. Collos Laboratoire d'Hydrobiologie CNRS, Université Montpellier II, France J. A. Berges School of Biology and Biochemistry, Queen's University of Belfast, UK Keywords: uptake, reduction, excretion, proteases, chlorophyllases, cell death. Contents 1. Introduction 2. Availability and use of different forms of nitrogen 2.1 Nitrate 2.2. Nitrite 2.3. Ammonium 2.4. Molecular N2 2.5. Dissolved organic N (DON) 2.6. Particulate nitrogen (PN) 3. Assimilation pathways 4. Accumulation and storage 4.1. Inorganic compounds 4.2. Organic compounds 5. Nutrient classification and preferences 6. Plasticity in cell composition 7. Overflow mechanisms: excretion and release processes 8. Recycling of N within the cell 9. Degradation pathways 9.1. Requirements for and roles of degradation 9.2. How is degradation accomplished? 9.3. Variation in degradation 9.4. Pathogenesis and Cell Death 10. From uptake to growth: time-lag phenomena 11. Relationships with carbon metabolism 12. Future directions AcknowledgementsUNESCO – EOLSS Glossary Bibliography SAMPLE CHAPTERS Biographical Sketches Summary Phytoplankton use a large variety of nitrogen compounds and are extremely well adapted to fluctuating environmental conditions by a high capacity to change their chemical composition.Degradation and turnover of nitrogen within phytoplankton is essential for many processes including normal cell maintenance, acclimations to changes in light, salinity, and nutrients, and cell defence against pathogens. The ©Encyclopedia of Life Support Systems (EOLSS) MARINE ECOLOGY – Nitrogen Metabolism in Phytoplankton - Y. Collos, J. A. Berges pathways by which N degradation is accomplished are very poorly understood, but based on work in higher plant species, protein degradation is likely to be of central importance.