South-Central Section - 57th Annual Meeting - 2023

Paper No. 19-5
Presentation Time: 9:20 AM

EFFECTIVENESS OF SATURATED RIPARIAN BUFFERS: A CASE STUDY IN CENTRAL ILLINOIS


PETERSON, Eric1, DIVINCENZO, Ashley2, BOSOMPEMAA, Patience2, MILLER, Joseph3, COMMANDER, Okiemute1 and SAHAD, Alhassan1, (1)Department of Geography, Geology, and the Environment, Illinois State University, Felmley Hall 206, Campus Box 4400, Normal, IL 61790, (2)Department of Geography and Geology, Illinois State University, Campus Box 4400, Normal, IL 61790-4400, (3)One Water Engineering, American Water, 1 Water Street, Camden, NJ 08102

In the U.S. Midwest, agriculture is a principal use of the land. Successful cultivation of corn and soybean depends upon a balance of nutrients and water. However, the application of excess nitrogen (N) fertilizers coupled with tile-drainage systems contribute to eutrophication and hypoxic conditions in surface water. To abate these conditions, the U.S. EPA established a goal to decrease N loading by 45% in the Mississippi River by 2035. One proposed best-management practice is the implementation of a saturated riparian buffer (SRB). To assess their utility, an SRB was installed in a restored prairie, diverting the tile-water into the vadose zone rather than directly discharging into a stream. The tile-system drains an upgradient field that grows corn and soybeans. This work summarizes nearly seven years of research and provides a conceptual model of the SRB. As the water table rises in response to precipitation, the diversion system directs water to the soil beginning late winter (late-February) until late spring (early June). The tile-waters are rich in nitrate, greater than 10 mg/L nitrate as nitrogen (NO3-N), while NO3-N concentrations of background water are below 1 mg/L. Travel times from the diversion system to the stream are variable but are greater than 30 days. Along the flow paths, NO3-N concentrations decrease. While the mixing of tile-waters and groundwater will produce diluted water, a mixing-model indicates dilution is not the sole mechanism for the decrease in NO3-N concentration. The mixing model reveals losses of NO3-N exceeding 30%. Analysis of δ18O-NO3- and δ15N-NO3- highlight a denitrification signature among the waters traveling away from the diversion system. Measured rates of denitrification were low, less than 1.4 mg NO3-N/h/g. During the growing season, plant uptake by riparian vegetation results in the minimum NO3-N concentrations in groundwater occurring in the afternoon, between 1300 to 1800, and the maximum concentrations measured at night, from 0000 to 0600. Decomposition of the vegetation increases NO3-N concentrations and generates organic carbon within the vadose zone. The vegetation is interpreted as a seasonal sink for NO3-N. While a single system is not the basis of review, the reduction of NO3-N by 30% indicates the use of SRBs may help to achieve the 45% reduction goal.