18. Fit the data in the table below into the Greenshields' model and determine;(i) The maximum flow (Qmax)? [1849 veh/h](ii) The speed at which flow is maximum (Ucap)? [31.3 km/h](iii) The density at which flow is maximum (Keap)? [59 veh/h]Speed (us)(km/h)Density (k)(veh/km)53.22048.12744.83540.14437.35235.25834.16027.26420.47017.57514.68213.19011.21008.0115

I) The maximum flow, qmax=1852.416 veh/hr ii) Speed at which flow is maximum, u = 31.3 km/hr iii)…

Answered: 18. Fit the data in the table below…

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter16: Highway Drainage

Section: Chapter Questions

Problem 1P

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