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Striving for smart mobility in Morocco: a case of lanes designated to heavy goods vehicles in Casablanca

Mohammed Mouhcine Maaroufi
Mohammed Mouhcine Maaroufi
, 
Laila Stour
Laila Stour
 y 
Ali Agoumi
Ali Agoumi
   | 07 may 2021
Engineering Management in Production and Services's Cover Image
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Publicado en línea: 07 may 2021
Páginas: 74 - 88
Recibido: 15 oct 2020
Aceptado: 10 feb 2021
DOI: https://doi.org/10.2478/emj-2021-0006
Palabras clave
© 2021 Mohammed Mouhcine Maaroufi et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Fig. 1

Location of the project connecting the Casablanca Port and Zenata MFLZSource: Map of Morocco – topographic map of Casablanca 1/50000.
Location of the project connecting the Casablanca Port and Zenata MFLZSource: Map of Morocco – topographic map of Casablanca 1/50000.

Fig. 2

Cross-type profile of Variant 1
Cross-type profile of Variant 1

Fig. 3

Cross-type profile of Sub-Variant 2.1
Cross-type profile of Sub-Variant 2.1

Fig. 4

Cross-type profile of Sub-Variant 2.2
Cross-type profile of Sub-Variant 2.2

Fig. 5

Cross-type profile of Sub-Variant 2.3
Cross-type profile of Sub-Variant 2.3

Fig. 6

Cross-type profile of Sub-Variant 2.4
Cross-type profile of Sub-Variant 2.4

Fig. 7

Cross-type profile of Variant 3
Cross-type profile of Variant 3

Fig. 8

Cross-type profile recommended of Sub-Variant 2.2
Cross-type profile recommended of Sub-Variant 2.2

Fig. 9

Checking the gauge of dedicated traffic lanes for HGV in nominal mode operation
Checking the gauge of dedicated traffic lanes for HGV in nominal mode operation

Fig. 10

Checking the gauge of dedicated traffic lanes for HGV in degraded mode operation
Checking the gauge of dedicated traffic lanes for HGV in degraded mode operation

Fig. 11

Crossroad operation with “Don’t block the box” mode
Crossroad operation with “Don’t block the box” mode

Fig. 12

Pedestrian crossings with “don’t block the box” mode
Pedestrian crossings with “don’t block the box” mode

Fig. 13

Simultaneous operation of crossroads and pedestrian crossings with “don’t block the box” mode
Simultaneous operation of crossroads and pedestrian crossings with “don’t block the box” mode

Fig. 14

Calculation and verification of hourly flow rates in lateral lanes and dedicated lanes
Calculation and verification of hourly flow rates in lateral lanes and dedicated lanes

Fig. 15

Average speed in the lateral road and HGV lanes
Average speed in the lateral road and HGV lanes

Fig. 16

Average speed at pedestrian crossings
Average speed at pedestrian crossings

Fig. 17

Overall functioning of the ATM system
Overall functioning of the ATM system

Multi-criteria analysis

Variants Analysis criteriaVariant 1Sub-Variant 2.1Sub-Variant 2.2Sub-Variant 2.3Sub-Variant 2.4Variant 3
Land impact++−+++− −
Network's impact++−+++−−
Compatibility with the Corniche++−+−−−−−
Landscaping++−−+−−−−
Pedestrian flow+−−+++−−−
Pedestrian safety−−−+−−−−
Separation of HGV traffic from urban traffic−−++++++
Reduction of conflict points−−++−−−++
HGV exit/entry possibility via intermediate intersections++++−+−−
Travel time−−++++++
Traffic during works+−++−−−
Cost/completion time++−++−−−
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Business and Economics, Business Management, Industries, Transportation, Logistics, Air Traffic, Shipping, Engineering, Mechanical Engineering, Production Technology, Process Engineering and Industrial Engineering
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