@article{hunt_smith_jadlocki_hathaway_eubanks_2008, title={Pollutant removal and peak flow mitigation by a bioretention cell in urban Charlotte, NC}, volume={134}, DOI={10.1061/(asce)0733-9372(2008)134:5(403)}, abstractNote={Bioretention is a stormwater treatment practice that has gained popularity due to its aesthetics, potential to reduce flooding, and early documented improvements to stormwater quality. A bioretention cell in an urban setting was examined in Charlotte, N.C. from 2004 to 2006. Flow-weighted, composite water quality samples were collected for 23 events and analyzed for TKN, N H4 -N , N O2-3 -N , TP, TSS, BOD-5, Cu, Zn, Fe, and Pb. Grab samples were collected from 19 storms for fecal coliform and 14 events for Escherichia coli (E. coli). There were significant reductions (p<0.05) in the concentrations of TN, TKN, N H4 -N , BOD-5, fecal coliform, E. Coli, TSS, Cu, Zn, and Pb. Iron concentrations significantly increased (p<0.05) . N O2-3 -N concentrations were essentially unchanged. Efficiency ratios for TN, TKN, N H4 -N , TP, and TSS were 0.32, 0.44, 0.73, 0.31, and 0.60, respectively. Fecal coliform and E. coli efficiency ratios were 0.69 and 0.71, respectively. Efficiency ratios for Zn, Cu, and Pb were 0.77,...}, number={5}, journal={Journal of Environmental Engineering (New York, N.Y.)}, author={Hunt, W. F. and Smith, J. T. and Jadlocki, S. J. and Hathaway, J. M. and Eubanks, P. R.}, year={2008}, pages={403–408} } @article{hunt_jarrett_smith_sharkey_2006, title={Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina}, volume={132}, DOI={10.1061/(ASCE)0733-9437(2006)132:6(600)}, abstractNote={Three bioretention field sites in North Carolina were examined for pollutant removal abilities and hydrologic performance. The cells varied by fill media type or drainage configuration. The field studies confirmed high annual total nitrogen mass removal rates at two conventionally drained bioretention cells (40% reduction each). Nitrate-nitrogen mass removal rates varied between 75 and 13%, and calculated annual mass removal of zinc, copper, and lead from one Greensboro cell were 98, 99, and 81%, respectively. All high mass removal rates were due to a substantial decrease in outflow volume. The ratio of volume of water leaving the bioretention cell versus that which entered the cell varied from 0.07 (summer) to 0.54 (winter). There was a significant (p<0.05) change in the ratio of outflow volume to inflow volume when comparing warm seasons to winter. Cells using a fill soil media with a lower phosphorus index (P-index), Chapel Hill cell C1 and Greensboro cell G1, had much higher phosphorus removal than Gr...}, number={6}, journal={Journal of Irrigation and Drainage Engineering}, author={Hunt, W. F. and Jarrett, A. R. and Smith, J. T. and Sharkey, L. J.}, year={2006}, pages={600–608} } @article{noga_smith_smith_1999, title={Turbellarian infection of carangids.}, volume={22}, ISSN={["0140-7775"]}, DOI={10.1046/j.1365-2761.1999.00187.x}, number={6}, journal={JOURNAL OF FISH DISEASES}, author={Noga, EJ and Smith, J and Smith, SA}, year={1999}, month={Nov}, pages={489–491} } @inproceedings{smith_evans_1998, title={Evaluation of BMPs to improve drainage water quality from agricultural land irrigated with swine lagoon effluent}, booktitle={Drainage in the 21st century: Food production and the environment: Proceedings of the seventh International Drainage Symposium}, publisher={St. Joseph, Michigan: American Society of Agricultural Engineers}, author={Smith, J. T. and Evans, R. O.}, year={1998}, pages={9–16} }