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Article: High-order computational scheme for a dynamic continuum model for bi-directional pedestrian flows
Title | High-order computational scheme for a dynamic continuum model for bi-directional pedestrian flows | ||||||||||
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Authors | |||||||||||
Issue Date | 2011 | ||||||||||
Publisher | Wiley-Blackwell Publishing, Inc.. The Journal's web site is located at http://www.wiley.com/bw/journal.asp?ref=1093-9687 | ||||||||||
Citation | Computer-Aided Civil And Infrastructure Engineering, 2011, v. 26 n. 4, p. 298-310 How to Cite? | ||||||||||
Abstract | In this article, we present a high-order weighted essentially non-oscillatory (WENO) scheme, coupled with a high-order fast sweeping method, for solving a dynamic continuum model for bi-directional pedestrian flows. We first review the dynamic continuum model for bi-directional pedestrian flows. This model is composed of a coupled system of a conservation law and an Eikonal equation. Then we present the first-order Lax-Friedrichs difference scheme with first-order Euler forward time discretization, the third-order WENO scheme with third-order total variation diminishing (TVD) Runge-Kutta time discretization, and the fast sweeping method, and demonstrate how to apply them to the model under study. We present a comparison of the numerical results of the model from the first-order and high-order methods, and conclude that the high-order method is more efficient than the first-order one, and they both converge to the same solution of the physical model. © 2010 Computer-Aided Civil and Infrastructure Engineering. | ||||||||||
Persistent Identifier | http://hdl.handle.net/10722/150556 | ||||||||||
ISSN | 2023 Impact Factor: 8.5 2023 SCImago Journal Rankings: 2.972 | ||||||||||
ISI Accession Number ID |
Funding Information: Research of the first and second authors is partially supported by CAS grant KJCX1-YW-21. Research of the third author is partially supported by ARO grant W911NF-08-1-0520 and NSF grant DMS-0809086. Research of the fourth author is partially supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region (Project No.: HKU7184/10E). | ||||||||||
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Xiong, T | en_US |
dc.contributor.author | Zhang, M | en_US |
dc.contributor.author | Shu, CW | en_US |
dc.contributor.author | Wong, SC | en_US |
dc.contributor.author | Zhang, P | en_US |
dc.date.accessioned | 2012-06-26T06:05:41Z | - |
dc.date.available | 2012-06-26T06:05:41Z | - |
dc.date.issued | 2011 | en_US |
dc.identifier.citation | Computer-Aided Civil And Infrastructure Engineering, 2011, v. 26 n. 4, p. 298-310 | en_US |
dc.identifier.issn | 1093-9687 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150556 | - |
dc.description.abstract | In this article, we present a high-order weighted essentially non-oscillatory (WENO) scheme, coupled with a high-order fast sweeping method, for solving a dynamic continuum model for bi-directional pedestrian flows. We first review the dynamic continuum model for bi-directional pedestrian flows. This model is composed of a coupled system of a conservation law and an Eikonal equation. Then we present the first-order Lax-Friedrichs difference scheme with first-order Euler forward time discretization, the third-order WENO scheme with third-order total variation diminishing (TVD) Runge-Kutta time discretization, and the fast sweeping method, and demonstrate how to apply them to the model under study. We present a comparison of the numerical results of the model from the first-order and high-order methods, and conclude that the high-order method is more efficient than the first-order one, and they both converge to the same solution of the physical model. © 2010 Computer-Aided Civil and Infrastructure Engineering. | en_US |
dc.language | eng | en_US |
dc.publisher | Wiley-Blackwell Publishing, Inc.. The Journal's web site is located at http://www.wiley.com/bw/journal.asp?ref=1093-9687 | en_US |
dc.relation.ispartof | Computer-Aided Civil and Infrastructure Engineering | en_US |
dc.rights | This is the accepted version of the following article: Computer-Aided Civil And Infrastructure Engineering, 2011, v. 26 n. 4, p. 298-310 which has been published in final form at http://onlinelibrary.wiley.com/doi/10.1111/j.1467-8667.2010.00688.x/abstract | - |
dc.title | High-order computational scheme for a dynamic continuum model for bi-directional pedestrian flows | en_US |
dc.type | Article | en_US |
dc.identifier.email | Wong, SC:hhecwsc@hku.hk | en_US |
dc.identifier.authority | Wong, SC=rp00191 | en_US |
dc.description.nature | postprint | en_US |
dc.identifier.doi | 10.1111/j.1467-8667.2010.00688.x | en_US |
dc.identifier.scopus | eid_2-s2.0-79952591316 | en_US |
dc.identifier.hkuros | 184854 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-79952591316&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 26 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.spage | 298 | en_US |
dc.identifier.epage | 310 | en_US |
dc.identifier.isi | WOS:000288266000005 | - |
dc.publisher.place | United States | en_US |
dc.identifier.scopusauthorid | Xiong, T=35276498600 | en_US |
dc.identifier.scopusauthorid | Zhang, M=7601556898 | en_US |
dc.identifier.scopusauthorid | Shu, CW=7202122336 | en_US |
dc.identifier.scopusauthorid | Wong, SC=24323361400 | en_US |
dc.identifier.scopusauthorid | Zhang, P=7404158930 | en_US |
dc.identifier.citeulike | 8993276 | - |
dc.identifier.issnl | 1093-9687 | - |