Javascript must be enabled to continue!
Impact of the Charitas-Cafubá tunnel on vehicle travel time
View through CrossRef
One of the objectives of the Charitas-Cafubá Tunnel is to reduce travel time on the way to the city center of Niterói or the city of Rio de Janeiro. To measure the impact of the tunnel, a comparison of the travel time and vehicle flow of the current two existing routes after the construction of the tunnel with the single previous route was conducted. The results indicated that the travel time between the two alternatives after the construction of the tunnel approaches an equilibrium, both with a shorter travel time than the previous one. However, there was an increase in the total number of vehicles at the point of convergence between the routes. By analyzing the section after the convergence point, it is concluded that the reduction in the initial travel time provided by the Tunnel is counterbalanced by the increase in travel time in the segment after the convergence of the current routes.
Title: Impact of the Charitas-Cafubá tunnel on vehicle travel time
Description:
One of the objectives of the Charitas-Cafubá Tunnel is to reduce travel time on the way to the city center of Niterói or the city of Rio de Janeiro.
To measure the impact of the tunnel, a comparison of the travel time and vehicle flow of the current two existing routes after the construction of the tunnel with the single previous route was conducted.
The results indicated that the travel time between the two alternatives after the construction of the tunnel approaches an equilibrium, both with a shorter travel time than the previous one.
However, there was an increase in the total number of vehicles at the point of convergence between the routes.
By analyzing the section after the convergence point, it is concluded that the reduction in the initial travel time provided by the Tunnel is counterbalanced by the increase in travel time in the segment after the convergence of the current routes.
Related Results
Construction time of secondary lining of ultra-small spacing parallel overlapping tunnel
Construction time of secondary lining of ultra-small spacing parallel overlapping tunnel
Abstract
Due to the unique spatial structure, stress transfer mechanism, and construction disturbance characteristics of ultra-small spacing parallel overlapping tu...
Safety assessment of the construction of double track tunnels underneah exsiting railway tunnels
Safety assessment of the construction of double track tunnels underneah exsiting railway tunnels
The ground disturbance caused by the tunnel construction will inevitably have an impact on the upper part of the constructed tunnel structure, and the railroad tunnel requires a ve...
Comparison of prevalence of symptoms of carpal tunnel syndrome between dental students and dental practitioners - A cross-sectional study
Comparison of prevalence of symptoms of carpal tunnel syndrome between dental students and dental practitioners - A cross-sectional study
Background: carpal tunnel syndrome (CTS) arises from compression of the median nerve when it passes through the carpal tunnel in the wrist. Dental professionals use vibratory instr...
Influence of Lower Double-Track Tunnel Spacing on the Stress and Deformation Characteristics of Upper Tunnel in Double-Level Condominium Tunnels
Influence of Lower Double-Track Tunnel Spacing on the Stress and Deformation Characteristics of Upper Tunnel in Double-Level Condominium Tunnels
The open-cut tunnels in Aixi Lake, Nanchang, are constructed in a condominium form of highway tunnel and subway tunnel, which are the first superimposed double-level tunnels in Chi...
Risk management overview of tunnels using numerical modeling
Risk management overview of tunnels using numerical modeling
PurposeThe purpose of this paper is to introduce the numerical methods in tunnel engineering and their capabilities to indicate the fracture and failure in all kinds of tunneling m...
The Effect of Intersection Angle on the Failure Mechanism of Utility Tunnel
The Effect of Intersection Angle on the Failure Mechanism of Utility Tunnel
Planning utility tunnel network in the area with geological disasters poses serious concerns, especial for the utility tunnel built in the ground fissures developed cities. Many pr...
Optimal Knee Flexion Angle for ACL Femoral Tunnel Drilling and ALL Femoral Tunnel Orientation in Combined ACL and ALL Reconstruction: 3D Simulation Study
Optimal Knee Flexion Angle for ACL Femoral Tunnel Drilling and ALL Femoral Tunnel Orientation in Combined ACL and ALL Reconstruction: 3D Simulation Study
Background:
In combined anterior cruciate ligament (ACL) and anterolateral ligament (ALL) reconstruction, there is a risk of collision between the femoral tunnels of th...
Effects of Excavation Loading Conditions on Ground Deformation and Stress Evolution in Plane-Strain Tunnel Simulations
Effects of Excavation Loading Conditions on Ground Deformation and Stress Evolution in Plane-Strain Tunnel Simulations
The construction of tunnels in urban areas typically affects a large number of buildings and infrastructure. The interaction between ground deformations induced by tunnel excavatio...

