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using 3-D transient hydraulic tomography with modular, temporarily-emplaced equipment: 3-D HYDRAULIC TOMOGRAPHY WITH MODULAR TEMPORARY EQUIPMENT. Water Resources

where [math]\displaystyle{ x\in(l_1,l_2) }[/math] is a spatial variable which changes with depth and [math]\displaystyle{ \tau\in(0,T] }[/math] is a temporal

The model is the calculation of Density Stratification Effects Associated with Suspended Sediment in Open Channels. This program calculates the effect of

implemented. The solution is initiated with some guess φs,1. The calculation is continued until the relative error is under some acceptable limit. There

be very small to assure that numerical errors are not amplified. An alternative approach for alluvial channels with large drainage areas are employed in

gradient errors. The true sigma-coordinate system is recovered as hc is close to infinity. This is useful when configuring applications with flat bathymetry

files, with one value per line. For a time series or grid sequence, the time between values must coincide with the timestep provided. For DEMs with pixel