The dual-advection dispersion equation was then applied to the multi-peaked breakthrough curves obtained from the physical experiments in order to obtain some insight into the operative solute-transport processes through the acquisition of a consequent set of velocities, dispersions, and related parameters.
Currently, multi-peaked breakthrough curves are fitted by a multi-dispersion model in which a series of curves generated by the advection dispersion equation are fitted to each measured peak by superimposing the measured breakthrough curve to obtain a combined model fit with a consequent set of estimated velocities and dispersions.
A typical rule takes the form (mathcal {A}longrightarrow mathcal {C}), where (mathcal {A}) and (mathcal {C}) represent the antecedent and consequent set of the rule, respectively, and (mathcal {A}cap mathcal {C} = emptyset).
Each such node invokes splitting of the arc under consideration by a dummy node, and the consequent setting of a suffix link to it.
Stanley and Doyle (2003) suggested that dam removal is best viewed as a new disturbance with a consequent set of positive and negative effects, rather than a simple reversal of the original impacts of dam construction.
It computes a crisp output for the FLS by first computing the centroid,, of every consequent set, and then computing a weighted average of these centroids.
That pattern indicates an association between the antecedent set (X) and the consequent set (Y), so that the occurrence of X implies the occurrence of Y. Two interesting measures, called support and confidence [10], are used to obtain and quantify association rules.
To solve this problem, in this paper we limit the category of features contributing to the consequent set.
Furthermore, we also add a constraint by limiting the feature category in the consequent set.
L (left, also called the antecedent) and R (right, also called consequent) are two sets of items that do not intersect.
