Directory UMM :Data Elmu:jurnal:A:Advances In Water Resources:Vol21.Issue5.1998:
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Specif- ically, we address two closely related issues: (1) how uncertainty in the shape of the hydraulic functions, notably the hydraulic conductivity, near saturation translates
Theoretically, the speed-up for parallel computation increases one time per additional processor if the same iteration method is employed for solving algebraic equations in both
In order to address this problem in the use of 30- arc-second DEM, we adopt the following procedure: (i) estimate topographic index using the single ¯ow algorithm from the
Introducing the complex nd enables analytical solution for the watertable height in the column which is simpler and more consistently accurate over a range of frequencies than
In summary, the sensitivity analysis indicates that soil evaporation (under the initial moisture conditions and hydraulic characteristics applied here) is not sensitive to the
Table 3 shows the change point years and their signi®cance probability for the eight precipitation stations for the annual, March and October time series.. From these tables the
expressions assume that the non-aqueous phase is immobile, that insignificant amounts of alcohol and water transfer into the organic-rich phase, and that the mass transfer rate
Firstly, to derive closed solutions of the flow equation at very large length scale, i.e., to derive the velocity field, the flow pattern and the residence time of a fluid particle,
