title: Tidal boundary conditions in SEAWAT.
abstract: SEAWAT, a U.S. Geological Survey groundwater flow and transport code, is increasingly used to model the effects of tidal motion on coastal aquifers. Different options are available to simulate tidal boundaries but no guidelines exist nor have comparisons been made to identify the most effective approach. We test seven methods to simulate a sloping beach and a tidal flat. The ocean is represented in one of the three ways: directly using a high hydraulic conductivity (high-K) zone and indirect simulation via specified head boundaries using either the General Head Boundary (GHB) or the new Periodic Boundary Condition (PBC) package. All beach models simulate similar water fluxes across the upland boundary and across the sediment-water interface although the ratio of intertidal to subtidal flow is different at low tide. Simulating a seepage face results in larger intertidal fluxes and influences near-shore heads and salinity. Major differences in flow occur in the tidal flat simulations. Because SEAWAT does not simulate unsaturated flow the water table only rises via flow through the saturated zone. This results in delayed propagation of the rising tidal signal inland. Inundation of the tidal flat is delayed as is flow into the aquifer across the flat. This is severe in the high-K and PBC models but mild in the GHB models. Results indicate that any of the tidal boundary options are fine if the ocean-aquifer interface is steep. However, as the slope of that interface decreases, the high-K and PBC approaches perform poorly and the GHB boundary is preferable.
authors.affiliation: Marine Policy Center, MS-41, Woods Hole Oceanographic Institution, Wood Hole, MA 02543, USA. amulligan@whoi.edu
authors.forename: Ann E
authors.initials: AE
authors.lastname: Mulligan
authors.forename: Christian
authors.initials: C
authors.lastname: Langevin
authors.forename: Vincent E A
authors.initials: VE
authors.lastname: Post
mesh_terms: D004784:Environmental Monitoring; D060587:Groundwater; D008962:Models, Theoretical; D014872:Water Movements