Citation:
Sánchez, R., Newman, D. E., & Mier, J. A. (2018). Modeling transport across the running-sandpile cellular automaton by means of fractional transport equations. In Physical Review E, 97(5), 052123-052133
xmlui.dri2xhtml.METS-1.0.item-contributor-funder:
European Commission Ministerio de Economía y Competitividad (España) Universidad Carlos III de Madrid
Sponsor:
This research has been sponsored in part by Ministerio
de Economía y Competitividad of Spain under Projects No.
ENE2015-68265-P and No. ENE2015-66444-R. Research was
also supported in part by DOE-OFES Grant No. DE-FG02-
04ER5741 at University of Alaska. This work has also been
carried out within the framework of the EUROfusion Consortium and has received funding from the Euratom research
and training programme 2014-2018 under Grant No. 633053
for the project WP17-ER/ENEA-10. The views and opinions
expressed herein do not necessarily reflect those of the European Commission. Sandpile automata simulations have been
run in Uranus, a supercomputer cluster at Universidad Carlos
III de Madrid (Spain) that has been funded by the Spanish Government via the national projects UNC313-4E-2361,
ENE2009-12213-C03-03, ENE2012-33219, and ENE2012-
31753. Fruitful interactions with members of the ABIGMAP
research network, funded by the Spanish Project MAT2015-
69777-REDT, are also acknowledged.
Project:
Gobierno de España. ENE2009-12213-C03-03 Gobierno de España. ENE2012-33219 Gobierno de España. ENE2012-31753 Indefinido. UNC313-4E-2361 Gobierno de España. ENE2015-68265-P Gobierno de España. ENE2015-66444-R info:eu-repo/grantAgreement/EC/GA-633053
Fractional transport equations are used to build an effective model for transport across the running sandpile cellular automaton [Hwa et al., Phys. Rev. A 45, 7002 (1992)]. It is shown that both temporal and spatial fractional derivatives must be considered toFractional transport equations are used to build an effective model for transport across the running sandpile cellular automaton [Hwa et al., Phys. Rev. A 45, 7002 (1992)]. It is shown that both temporal and spatial fractional derivatives must be considered to properly reproduce the sandpile transport features, which are governed by self-organized criticality, at least over sufficiently long or large scales. In contrast to previous applications of fractional transport equations to other systems, the specifics of sand motion require in this case that the spatial fractional derivatives used for the running sandpile must be of the completely asymmetrical Riesz-Feller type. Appropriate values for the fractional exponents that define these derivatives in the case of the running sandpile are obtained numerically.[+][-]