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Numerical simulations of water ¯ow and solute transport were used to investigate the e€ect of the recharge (rain/irrigation) at the soil surface on solute spreading and breakthrough

Referring to the governing equations for the porous ¯ow, (3)±(5), the major di€erences between the present dynamic model and previous quasi-static model are the pore ¯uid and

We propose that the concept of physical geometry as a spatiotemporal continuum with properties that are empirically de®ned is im- portant in hydrologic analyses, and that the

Since explicit ®nite di€erence formulations directly compute the ¯ow variables at the new time level from the known initial conditions, implementing a standard multigrid

The inverse problem to estimate the coecients in the convection di€usion equation which is assumed to govern the air-mixed ¯ow in a hydraulic jump is for- mulated as the

Large eddy simulations of turbulent ¯ow and transport in the atmospheric boundary layer were conducted over heterogeneous sources of heat and water vapor to identify the

For fBm media, this size dependence can be explained using an e€ective variance that increases with increasing size of the ¯ow system.. However, the magnitudes of the

The constant ¯ow rate experiments show a signi®- cant reduction of the dispersion coecient in case of an increasing density di€erence between the resident and displacing ¯uids..