If you just want to model the peak hour, then defining a single flow (via netedit or in xml) is straightforward.
see https://sumo.dlr.de/docs/Definition_of_Vehicles%2C_Vehicle_Types%2C_and_Routes.html#repeated_vehicles_flows and https://sumo.dlr.de/docs/Netedit/elementsDemand.html#flow_over_embedded_route Am Sa., 15. Apr. 2023 um 05:17 Uhr schrieb Enrique Iván Reyna Spíndola < qrey...@gmail.com>: > Saludos. Tengo el Volumen Horario de Máxima Demanda de un sitio en > específico de una vialidad de dos carriles en ambos sentidos. ¿Cómo > definir el flujo específico apartir de estos datos?. > > Entiendo que con Bernoulli Process y/o Poisson Process existe la > posibilidad que establecer flujo fijo en unidades veh/hora, > correspondientes al volumen horario de máxima demanda (VHMD). ¿Cómo se > logra esto? ¿Es el mejor camino para lograrlo? > > Gracias. > > *** > Greetings. I have the Hourly Volume of Maximum Demand for a specific site > on a two-lane road in both directions. How to define the specific flow > from this data? > > I understand that with the Bernoulli Process and/or Poisson Process there > is the possibility of establishing a fixed flow in veh/hour units, > corresponding to the hourly volume of maximum demand (VHMD). How is this > accomplished? Is it the best way to achieve it? > > Thank you. > _______________________________________________ > sumo-user mailing list > sumo-user@eclipse.org > To unsubscribe from this list, visit > https://www.eclipse.org/mailman/listinfo/sumo-user >
_______________________________________________ sumo-user mailing list sumo-user@eclipse.org To unsubscribe from this list, visit https://www.eclipse.org/mailman/listinfo/sumo-user
