Related Experiment Video
Updated: May 28, 2026

Estimating Sediment Denitrification Rates Using Cores and N2O Microsensors
Published on: December 6, 2018
Linking denitrification and infiltration rates during managed groundwater recharge
Calla M Schmidt1, Andrew T Fisher, Andrew J Racz
1University of California, Santa Cruz, Santa Cruz, California 95064, United States. cschmidt@ucsc.edu
Managed groundwater recharge can optimize nitrate removal in sandy soils. Denitrification rates are highest below a 0.7 m/d infiltration threshold, indicating an optimal flow rate for water quality improvement.
Area of Science:
- Environmental Science
- Soil Science
- Hydrology
Background:
- Managed groundwater recharge is crucial for water supply.
- Understanding biogeochemical processes in soils is vital for water quality.
- Denitrification is a key process for nitrate removal.
Purpose of the Study:
- To quantify the relationship between in situ denitrification rates and saturated infiltration in shallow, sandy soils.
- To identify optimal infiltration rates for nitrate load reduction during managed groundwater recharge.
Main Methods:
- Utilized thermal methods to measure point-specific flow rates.
- Employed chemical and isotopic analyses to assess denitrification.
- Analyzed pore water oxygen and nitrate profiles.
Main Results:
- Measured denitrification rates ranged from 3 to 300 μmol L(-1) d(-1).
- Denitrification was inhibited when infiltration rates exceeded 0.7 ± 0.2 m d(-1).
- High flow rates deepened the redoxocline, reducing the denitrification zone.
Conclusions:
- Denitrification rates positively correlate with infiltration rates below a specific threshold.
- An optimal infiltration rate exists for maximizing nitrate reduction in sandy soils.
- The study provides a quantitative link between hydrologic and biogeochemical processes in managed recharge systems.
More Related Videos
08:05Measurement of the Potential Rates of Dissimilatory Nitrate Reduction to Ammonium Based on 14NH4+/15NH4+ Analyses via Sequential Conversion to N2O
Published on: October 7, 2020
07:15Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
Published on: April 25, 2025
Related Concept Videos
Microbial Wastewater Treatment
Net Change Theorem
Microbes and the Nitrogen Cycle
Inorganic Nitrogen Assimilation