000911322 001__ 911322 000911322 005__ 20230316201803.0 000911322 0247_ $$2Handle$$a2128/34146 000911322 037__ $$aFZJ-2022-04614 000911322 041__ $$aEnglish 000911322 1001_ $$0P:(DE-Juel1)132266$$aSeyfried, Armin$$b0$$eCorresponding author$$ufzj 000911322 1112_ $$aTraffic and Granular Flow 2022$$cIIT New Delhi$$d2022-10-15 - 2022-10-17$$gTGF2022$$wIndia 000911322 245__ $$aPedestrian fundamental diagrams and continuity equation 000911322 260__ $$c2022 000911322 3367_ $$033$$2EndNote$$aConference Paper 000911322 3367_ $$2DataCite$$aOther 000911322 3367_ $$2BibTeX$$aINPROCEEDINGS 000911322 3367_ $$2DRIVER$$aconferenceObject 000911322 3367_ $$2ORCID$$aLECTURE_SPEECH 000911322 3367_ $$0PUB:(DE-HGF)6$$2PUB:(DE-HGF)$$aConference Presentation$$bconf$$mconf$$s1678954216_11093$$xAfter Call 000911322 520__ $$aThe relationship between density ρ flow J and velocity v of pedestrian streams is of central importance for describing the performance of facilities for pedestrian traffic. For these relations the term fundamental diagram is used, if they base on temporal or spatial averages J, v and ρ gained by empirical measurements of a system in a steady state. In manuals, standards and guidelines, the following forms are used for representing the fundamental diagram: averages v (ρ ), J (v ) and J (ρ ). For the comparison of fundamental diagrams of systems of different widths and for the transformation of these different representations, the concept of the specific flow J_s= J⁄b where b is the width of the facility and the flow equation J= ρ∙v∙b are used. It is assumed that the specific flow J_s=ρ∙v is independent of the width of the facility.In this contribution, the state of the art is summarized for fundamental diagrams of unidirectional, bidirectional and multidirectional flows. Most studies base on trajectories of the head, enabling even microscopic measurements of the ρ, J and v. The comparison of the data in the literature shows that up to now there are inconsistencies and discrepancies between different studies and measurement methods, in particular at the congested branch of the fundamental diagram, see Figure and [1,4]. Measurements of bidirectional and multidirectional flows at high densities give unexpectedly high flows and most studies do not indicate that a standstill occurs due to a high density. In a critical discussion it is analysed which problems arise from an oversimplified use of the flow equation and how measurements of ρ, J and v have to be performed to be in consistency with the continuity equation. 000911322 536__ $$0G:(DE-HGF)POF4-5111$$a5111 - Domain-Specific Simulation & Data Life Cycle Labs (SDLs) and Research Groups (POF4-511)$$cPOF4-511$$fPOF IV$$x0 000911322 7001_ $$0P:(DE-Juel1)173971$$aAdrian, Juliane$$b1$$ufzj 000911322 7001_ $$0P:(DE-Juel1)178633$$aBoomers, Ann Katrin$$b2$$ufzj 000911322 7001_ $$0P:(DE-Juel1)179043$$aPaetzke, Sarah$$b3$$ufzj 000911322 8564_ $$uhttps://juser.fz-juelich.de/record/911322/files/20221013_fd_ContEq_TGF22.pdf$$yOpenAccess 000911322 909CO $$ooai:juser.fz-juelich.de:911322$$popenaire$$popen_access$$pVDB$$pdriver 000911322 9101_ $$0I:(DE-588b)5008462-8$$6P:(DE-Juel1)132266$$aForschungszentrum Jülich$$b0$$kFZJ 000911322 9101_ $$0I:(DE-588b)5008462-8$$6P:(DE-Juel1)173971$$aForschungszentrum Jülich$$b1$$kFZJ 000911322 9101_ $$0I:(DE-588b)5008462-8$$6P:(DE-Juel1)178633$$aForschungszentrum Jülich$$b2$$kFZJ 000911322 9101_ $$0I:(DE-588b)5008462-8$$6P:(DE-Juel1)179043$$aForschungszentrum Jülich$$b3$$kFZJ 000911322 9131_ $$0G:(DE-HGF)POF4-511$$1G:(DE-HGF)POF4-510$$2G:(DE-HGF)POF4-500$$3G:(DE-HGF)POF4$$4G:(DE-HGF)POF$$9G:(DE-HGF)POF4-5111$$aDE-HGF$$bKey Technologies$$lEngineering Digital Futures – Supercomputing, Data Management and Information Security for Knowledge and Action$$vEnabling Computational- & Data-Intensive Science and Engineering$$x0 000911322 9141_ $$y2022 000911322 915__ $$0StatID:(DE-HGF)0510$$2StatID$$aOpenAccess 000911322 920__ $$lyes 000911322 9201_ $$0I:(DE-Juel1)IAS-7-20180321$$kIAS-7$$lZivile Sicherheitsforschung$$x0 000911322 980__ $$aconf 000911322 980__ $$aVDB 000911322 980__ $$aUNRESTRICTED 000911322 980__ $$aI:(DE-Juel1)IAS-7-20180321 000911322 9801_ $$aFullTexts