Directory UMM :Data Elmu:jurnal:A:Advances In Water Resources:Vol22.Issue3.1998:
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3 shows the adequacy of water distribution in the distributary canals indicated by the ratio of supply to demand as per the present model and manual scheduling.. It could be
Observed surface runoff, drainage ¯ow, erosion, and associated nitrogen and phosphorus loads from 0.46 ha plots were used in the model application for a 7-year period with
then relate it to the most important environmental variables (radiation, temperature, vapour pressure deficit) using the multiplicative model of Jarvis.. In this paper, some
This study presented a method, based on the concepts of geostatistics, for developing a model, from which a rapid and reliable representative value of saturated hydraulic
Our previous three-dimensional network model [30,31] incorporates a physical development of pore- scale wettability on various petrophysical characteristics (in particular
The use of line elements allows the inclusion of well bore storage eects, and also avoids the need of a second iteration step during the solution of the nonlinear ¯ow equation
Using the PCOSN scheme with FE/BE and central weighting the computed saturation pro®les at t 1 d is shown in Fig. As expected, at very dry initial conditions the saturation
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
