This project is part of a process that will encourage the use of sound science in developing TMDL requirements for pollutants in the Dominguez Channel Watershed. A TMDL is a water quality standard defined by the EPA. The TMDL process refers to a plan for development and implementation of actions needed to comply with EPA standards. California is in the process of developing TMDLs for several water bodies, including the Dominguez Channel Watershed. Stakeholder groups involved in developing the TMDL include the California Region Water Quality Control Board, major industrial dischargers, and environmental organizations. Refiners and producers have an interest because they hold water discharge permits. In the past, pollutants in watersheds were controlled by reducing the permitted levels. Since the watersheds are still in non-compliance, the TMDL reduction will be the responsibility of both point sources (regulated industry with water permits) and non-point sources (including cities and harbors). The modeling results from this project will assist in establishing appropriate TMDLs for the Dominguez Channel Watershed.
The LBNL-LLNL research team developed a two-track approach for quantifying TMDLs for heavy metals by 1) implementing EPA’s Hydrologic Simulation Model—FORTRAN (HSPF), along with high-resolution RADAR precipitation observations, and 2) an advanced, physically based surface-groundwater model (CLM.PF), both in the Dominguez Channel Watershed above the tidal zone (Figure 1a). Along with the modeling effort, the team has participated on the Port of Los Angeles/Long Beach Science Review Board for TMDLs.
Management of surface water quality is often complicated by interactions between surface water and groundwater. Traditional Land-Surface Models (LSMs) used for numerical weather prediction, climate simulation, and as inputs to water management decision support systems, do not treat the lower boundary in a fully process-based fashion. LSMs have evolved from a leaky bucket to more sophisticated land surface water and energy budgets that typically have a so-called basement term to depict the bottom model layer exchange with deeper aquifers. Nevertheless, the LSM lower boundary is often assumed at zero flux, or the soil moisture content is set to a constant value. This approach, while mass conservative, ignores processes that can alter surface fluxes, runoff, and water quantity and quality. Conversely, models for saturated and unsaturated water flow, while addressing important features such as subsurface heterogeneity and three-dimensional flow, often have overly simplified upper boundary conditions that ignore soil heating, runoff, snow, and root-zone uptake.
An initial set of simulations based on data from the Project for Intercomparison of Land-Surface Parameterization Schemes (PILPS) in Valdai, Russia, and synthetic data has been completed. The simulations demonstrate the temporal dynamics of both of the coupled models. Changes in soil moisture and movement of the water table are used as indicators of conservation of mass between the two models. Sensitivity studies demonstrate the effects of precipitation, evapotranspiration, radiation, subsurface geology, and heterogeneity on predicted watershed flow. The coupled models will ultimately be used to assist in the development of TMDLs for a number of pollutants in an urban watershed in Southern California. Sensitivity studies will demonstrate the effects of watershed flow in uncoupled and coupled modes.