Directory UMM :Data Elmu:jurnal:A:Advances In Water Resources:Vol23.Issue5.2000:
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Numerical simulations of water ¯ow and solute transport were used to investigate the eect 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 dierences between the present dynamic model and previous quasi-static model are the pore ¯uid and
The solution process is as follows: (i) move the masslets in a Lagrangian manner according to the ¯ow velocity components, (ii) create a re®ned hierarchical grid about the
If the log hydraulic conductivity ®eld is a normally distributed random variable and we have measurements of log conductivity and other vari- ables such as hydraulic head, we can
Since explicit ®nite dierence formulations directly compute the ¯ow variables at the new time level from the known initial conditions, implementing a standard multigrid
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 eective variance that increases with increasing size of the ¯ow system.. However, the magnitudes of the
In this section we consider similarity solutions for horizon- tal unsaturated water flow in the case that the capillary pressure curve has a positive entry pressure.. The
