The concrete slabs included a number of intact slabs with varying thicknesses and a number of slabs containing artificial defects.
The constructal configuration and constructal system thermal resistance have some elegant universal features for both cases of given aspect ratio of the periphery sectors and given the total number of slabs in the periphery sectors, respectively.
In spite of the large number of slabs designed and built, the effect of their details on their behavior under impact loads are not always appreciated or properly taken into account.
The growth of the activity is associated with the increase in CoMoS phase content, Co dispersity, an average slab length of sulfide active component particles and an average number of slabs per 1000 nm2.
The topographic height is affected by bedload transport as follows: hleft i,jright to hleft i,jright -{q}_b;mathrm{and}kern0.5em hleft(i+1,jright -{q}_bft(i+1,jright)+{q}_b, (1)where site (i + 1, j) is downstreamathrm{and}kern0.5emd q b is thleftmber of slabs that mi+1ate during a single calculation step.
For avalanching in the streamwise direction at site (i, j), the topographic height at (i, j) develops as follows: hleft i,jright to hleft i,jright -{q}_a;mathrm{and}kern0.5em hleft(i+1,jright -{q}_aft(i+1,jright)+{q}_a, (4)where q a is the numathrm{and}kern0.5emove by avalanchleftduri+1 one time step.
Numbers of slabs migrating by bedload transport and by avalanching, respectively, during a single calculation step.
The height of the sand is equal to the number of sand slabs in each cell.
In CA models, the topographic height is taken to be the number of compiled slabs.
The sand thickness is equal to the number of compiled slabs.
The topographic height was taken to be the number of sand slabs, and therefore, β and A r were positive integers.
