Infiltration experiments were undertaken to investigate an infiltration medium that could be used in retention basins to decrease the infiltration rate to between 5 and 10 in./hr and to also decrease the concentrations of some pollutants in highway runoff. Fourteen infiltration media formulations were tested in small-scale preliminary infiltration tests to estimate their infiltration rates and select candidates for further study. Subsequent cylinder infiltrometer tests were then conducted using two of the media to gather additional infiltration rate estimates and to investigate the potential effects of the infiltration media on the water quality of highway runoff. A formulation of 70% sand, 15% clay, and 15% mulch had a steady-state infiltration rate of between 1 and 3 in./hr. Two batches of the 90% sand, 5% clay, and 5% mulch formulation were tested. The first batch of the formulation had a steady-state infiltration rate of between 9 and 10 in./hr and was consistent between replicate tests. The second batch had a steady-state infiltration rate of approximately 36 in./hr, and a subsequent test using the second batch in a second infiltrometer had a steady-state infiltration rate of approximately 50 in./hr.
Water-quality samples taken prior to and after infiltration of highway runoff through the 90% sand, 5% clay, and 5% mulch formulation indicate that there may be a decrease in the concentrations of dissolved copper, lead, zinc, and cadmium as well as total petroleum hydrocarbons and nitrate plus nitrite. The infiltration medium may also increase the concentrations of total and dissolved arsenic, total lead, total copper, and suspended and dissolved solids. Further testing would be needed to establish if the changes in water quality are statistically significant.
Clay, Detention basins, Drainage, Drainage basins, Hydrocarbons, Infiltration, Metals, Mulches, Nitrates, Nitrites, Pollutants, Runoff, Sand, Solids, Testing, Water quality.