Directory UMM :Data Elmu:jurnal:A:Advances In Water Resources:Vol21.Issue8.1998:
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where A ( w ) is the cross-section through the structure expressed as a function of the setting w ; a , b the discharge coefficients; H US the water height in the parent canal
The SIA1FULL code uses the SIA-1 method to solve the reactive transport equations and the direct solution method to solve the reaction parameter sensitivity equations.. The
At the lower part of the beach, the rate of bore-in- duced ¯ow and its depth variations are related to the square of the bore amplitude and are also aected by the bore front
Grassberger and Procaccia [10] state that the embedding time lag ( s ) may be chosen arbitrarily, but in all applications the amount of data is limited, so s must be long enough
Many model simulations of the climate response to an anthropogenic forcing have used atmospheric Gen- eral Circulation Models (GCM) coupled to simple slab ocean representations..
For example, the fuzzy information about time to peak discharge was deemed less important than the fuzzy infor- mation about the water surface height, so the rules were constructed
The properties of the time evolution of the crystalline solid concentration compare to the those in the linear case, see Figs 14, and 19.. 20 shows the fluid concentration profiles
Herein, the model 1DS2DSS is used to study the error in the prediction of the outflow hydrograph using a one-dimensional simulation of the subsurface flow for the case of a
