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Evaluating Water Quality and Hydrologic Performance of a Poorly Draining Bioretention Cell at a Military Installation in North Carolina

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Academic year: 2020

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Figure

Figure 1-2: Hydrographs modeling discharge over time for a developed site before and  after installation of a low impact development device
Table 2-3: Summary of mechanisms and location of pollutant removal supported by
Figure 2-2: Regions of North Carolina with project location at
Figure 2-4: View of the Northeast half of the POV cell.  Ponding and outlet structure are visible
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