Literature DB >> 21696799

A comparison of different approaches for measuring denitrification rates in a nitrate removing bioreactor.

Sören Warneke1, Louis A Schipper, Denise A Bruesewitz, W Troy Baisden.   

Abstract

Denitrifying woodchip bioreactors (denitrification beds) are increasingly used to remove excess nitrate (NO₃⁻) from point-sources such as wastewater effluent or subsurface drains from agricultural fields. NO₃⁻ removal in these beds is assumed to be due to microbial denitrification but direct measurements of denitrification are lacking. Our objective was to test four different approaches for measuring denitrification rates in a denitrification bed that treated effluent discharged from a glasshouse. We compared these denitrification rates with the rate of NO₃⁻ removal along the length of the bed. The NO₃⁻ removal rate was 8.73 ± 1.45 g m⁻³ d⁻¹. In vitro acetylene inhibition assays resulted in highly variable denitrification rates (DR(AI)) along the length of the bed and generally 5 times greater than the measured (NO₃⁻-N removal rate. An in situ push-pull test, where enriched ¹⁵N-NO₃⁻ was injected into 2 locations along the bed, resulted in rates of 23.2 ± 1.43 g N m⁻³ d⁻¹ and 8.06 ± 1.64 g N m⁻³ d⁻¹. The denitrification rate calculated from the increase in dissolved N₂ and N₂O concentrations (DR(N₂) along the length of the denitrification bed was 6.7 ± 1.61 g N m⁻³ d⁻¹. Lastly, denitrification rates calculated from changes in natural abundance measurements of δ¹⁵N-N₂ and δ¹⁵N-NO₃⁻ along the length of the bed yielded a denitrification rate (DR(NA)) of 6.39 ± 2.07 g m⁻³ d⁻¹. Based on our experience, DR(N₂) measurements were the easiest and most efficient approach for determining the denitrification rate and N₂O production of a denitrification bed. However, the other approaches were useful for testing other hypotheses such as factors limiting denitrification or may be applied to determine denitrification rates in environmental systems different to our study site. DR(N₂) does require very careful sampling to avoid atmospheric N₂ contamination but could be used to rapidly determine denitrification rates in a variety of aquatic systems with high N₂ production and even water flows. These measurements demonstrated that the majority of NO₃⁻ removal was due to heterotrophic denitrification.
Copyright © 2011 Elsevier Ltd. All rights reserved.

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Year:  2011        PMID: 21696799     DOI: 10.1016/j.watres.2011.05.027

Source DB:  PubMed          Journal:  Water Res        ISSN: 0043-1354            Impact factor:   11.236


  5 in total

1.  Nitrate removal, communities of denitrifiers and adverse effects in different carbon substrates for use in denitrification beds.

Authors:  Sören Warneke; Louis A Schipper; Michael G Matiasek; Kate M Scow; Stewart Cameron; Denise A Bruesewitz; Ian R McDonald
Journal:  Water Res       Date:  2011-08-17       Impact factor: 11.236

Review 2.  Remediation of nitrate-contaminated water by solid-phase denitrification process-a review.

Authors:  Vaishali Ashok; Subrata Hait
Journal:  Environ Sci Pollut Res Int       Date:  2015-03-20       Impact factor: 4.223

3.  Influence of the Potential Carbon Sources for Field Denitrification Beds on Their Microbial Diversity and the Fate of Carbon and Nitrate.

Authors:  Victoria Grießmeier; Johannes Gescher
Journal:  Front Microbiol       Date:  2018-06-22       Impact factor: 5.640

4.  Temperature Sensitivity and Composition of Nitrate-Reducing Microbiomes from a Full-Scale Woodchip Bioreactor Treating Agricultural Drainage Water.

Authors:  Arnaud Jéglot; Sebastian Reinhold Sørensen; Kirk M Schnorr; Finn Plauborg; Lars Elsgaard
Journal:  Microorganisms       Date:  2021-06-18

5.  Nitrogen and carbon concentrations and stable isotope ratios: Data from a 15N tracer study in short-form Spartina alterniflora and Distichlis spicata.

Authors:  Troy D Hill; Nathalie R Sommer; Caroline R Kanaskie; Emily A Santos; Autumn J Oczkowski
Journal:  Data Brief       Date:  2018-10-10
  5 in total

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