HR: 1340h
AN: H33F-0519 [Abstracts]
TI: Mathematical Modeling of Fate and Transport of Aqueous Species in Stormflow Entering Infiltration
Basin.
AU: * Massoudieh, A
EM: amassoudieh@ucdavis.edu
AF: Civil and Environmental Engineering Dept., University of California, Davis, 1 Shields Ave., Davis, CA
95616
United States
AU: Sengor, S S
EM: sssengor@ucdavis.edu
AF: Civil and Environmental Engineering Dept., University of California, Davis, 1 Shields Ave., Davis, CA
95616
United States
AU: Meyer, S
EM: scott.meyer@owp.csus.edu
AF: Department of Civil Engineering, California State University, Sacramento, 6000 J Street Sacramento,
Sacramento, CA 95819
United States
AU: Ginn, T R
EM: trginn@ucavis.edu
AF: Civil and Environmental Engineering Dept., University of California, Davis, 1 Shields Ave., Davis, CA
95616
United States
AB:
The State of California is evaluating the role of passive stormwater detention facilities for the purpose of attenuating
potential dissolved and suspended chemical species that may originate in roadway runoff of rainfall. The engineering design
of such infiltration basins requires tools to quantify their performance as recipients of stormwater runoff from roadways,
and as filters of aqueous chemical species. For this purpose a one-dimensional unsaturated flow and transport model is
developed to estimate the efficiency of storm-water infiltration basins in treating roadway generated metallic and organic
pollutants. Kinematic wave approximation is used along with van Genuchten water retention model to simulate water percolation
thorough the infiltration basin. For metals a Langmuir type nonlinear competitive sorption isotherm is used for transport of
chemicals and a kinetic reversible linear sorption model is considered for organics. The model is applied to known roadway
born metallic contaminations such as copper, zinc, lead, chromium, nickel and cadmium, as well as organic species such as
diazinon, diuron, ghlyphosate and pyrene, for several representative soil and precipitation condition for California within a
period of five years. Representative soil parameters and precipitation patterns are extracted from frequency distributions
extracted from a recent study. In addition sensitivity analysis has been done to evaluate the effect of soil property values
on the performance of infiltration basins. The results can be used to evaluate the performance of infiltration basins in
improving the water quality as well as being used in providing guidelines in design and maintenance of infiltration basins.
DE: 1831 Groundwater quality
DE: 1832 Groundwater transport
DE: 1875 Unsaturated zone
SC: Hydrology [H]
MN: 2004 AGU Fall Meeting