The underlying idea is based on the simple consideration that it is always possible to find a packing of spherical particles with a smaller particle diameter which has the same dimensionless pressure drop behaviour as the real packing with irregularly shaped material.
Attention is focussed on the simple consideration that many trajectories, in well designed roundabouts, are curvilinear and therefore two possible measures of distances between vehicles can be calculated along their trajectories and directly (such as the Euclidean distance) between the vehicles themselves.
This perspective shows the largest departure from the simple consideration of the proton degree of freedom as an inner-sphere mode and places increased focus on the coupling between the proton and solvent, with the response of the solvent to PT described by Qp.
The patterns of the distribution, however, could be understood from the following simple considerations, consistent with queuing theory.
The previous simple considerations are summarized in the next theorem.
On the other hand, this simple consideration does not explain the observation that oxaliplatin (r ∼ 0.45 nm) did not permeate, whereas blasticidin S (r ∼ 0.7 nm) apparently does (Lee et al, 2014).
The original smearing technique presupposes that the stiffeners are parallel to the edges of the plate, but simple considerations make it possible to relax this requirement.
Application of the simple geometric considerations gives for the radius of curvature R k and angle φ: R k ≡ 2 β · d α R 0 · L 0 ≡ 2 β · d α · N c ; φ ≡ β 2 · R 0 d α, and for displacement Δ, it is possible to get such estimation: Δ ~ β 2 3 · R 0 d α · L 0 = β 2 3 · R 0 2 d α · N c. (16).
From this simple consideration it follows that for directed growth along the oxygen grooves only one crystal direction should be present in a domain.
The aim is to demonstrate how, with simple considerations on the control structure design, the efficiency of a wastewater treatment plant can be improved, minimizing operational costs in the plant, while keeping it running optimally and satisfying the effluent requirements.
