scholarly journals A Concept: of Underpass Metro Elevated Structure in Mumbai Region

Author(s):  
Malcom Baretto ◽  
Raj Mhatre ◽  
Virendra Yadav ◽  
Naveen Hanchinahal
Keyword(s):  
Author(s):  
A. J. M. Hitchcock ◽  
H. B. Sedgfield

Throughways is the name given to an urban rapid transit system that is based on the use of standard buses operating on ordinary urban roads for part of the route and on reserved tracks, either at ground level or as elevated structure, on sections of routes where traffic congestion would ordinarily restrict the speed and make it difficult to predict schedules. On the reserved tracks the buses are automatically steered by a guidance unit. By this means narrow tracks can be used, and the buses can keep up a higher average speed (which is largely independent of weather) than would be possible with manual steering. The system includes automatic signalling equipment, to ensure safe merging of buses from lay-bys and feeder routes into a main stream operating at high density. This is intended not only to help maintain high schedule speeds and high capacities, even in bad weather or poor visibility, but also to reduce braking and acceleration rates, thus contributing to passenger comfort.


2021 ◽  
Vol 249 ◽  
pp. 113280
Author(s):  
Cláudia Reis ◽  
Stéphane Clain ◽  
Jorge Figueiredo ◽  
André R. Barbosa ◽  
Maria Ana Baptista ◽  
...  

2021 ◽  
Vol 263 (3) ◽  
pp. 3344-3349
Author(s):  
Joelle Suits

When modeling rail noise on an elevated track, there are several adjustments that need to be considered relative to modeling at-grade operations. These adjustments include the effects of re-radiated noise from the track and support structure, reduced ground attenuation due to an elevated noise source and a reduction in the potential for shielding from adjacent rows of buildings. These adjustments are built into the model as a part of the design of a project. This case study examines a unique situation where a project involved elevating existing at-grade tracks to eliminate a bottleneck related to an at-grade crossing of two perpendicular train tracks. The project elevated one main track over the other and shifted the track closer to noise sensitive receivers. The US Federal Transit Administration and Federal Railroad Administration guidance, which were used to assess noise impacts, produced unexpected results during the initial assessment due mainly to the assumptions regarding the changes in shielding and ground attenuation with the elevated structure. This presentation will discuss the initial assumptions used in the project, the limitations of the model relative to changes in shielding and ground attenuation, and the solutions that were implemented to obtain reasonable results for the impact assessment.


2019 ◽  
Vol 26 (3) ◽  
pp. 189-196
Author(s):  
Paweł Ruchała ◽  
Kamila Grabowska

Abstract An elevated heliport, as it has been defined by FAA (Federal Aviation Administration), is a heliport located on a rooftop or other elevated structure where the TLOF (touchdown and lift-off area) is at least 30 inches (76 cm) above the surrounding surface [1]. One of greatest advantages of such heliports is that they require less free space, which eases its build nearby existing buildings – especially in densely built-up areas. However, design of such heliports is more complicated, than ground level ones, while one must include an aerodynamic impact of the building below the elevated heliport and surrounding buildings. The aerodynamic interference between the helicopter and the buildings may result with decline of flight safety, due to sudden decrease of thrust (when flying above the edge of building) or because of increased turbulence in windy weather, wake behind surrounding buildings causing sudden gusts etc. Moreover, oscillations of pressure caused by helicopter rotor influence on the building structure also must be taken into account due to increased wear of upper part of the building or devices mounted on its roof (for example, elevator drives). These oscillation may also cause vibrations of building’s structure, which is especially important in case of medical heliports – which are a vast majority of elevated heliports (and heliports in general) – because of strict requirements for acceptable vibration level. The article is aimed on summarize aerodynamic issues, which should be taken into account during design of elevated heliport.


2020 ◽  
Vol 57 (6) ◽  
pp. 840-850
Author(s):  
Honggui Di ◽  
Shunhua Zhou ◽  
Peijun Guo ◽  
Chao He ◽  
Xiaohui Zhang ◽  
...  

In this study, the measured differential settlements of five metro lines built on soft deposits were analyzed. The different structural combinations at various characteristic locations in the metro lines were examined, including at 67 joints of stations and tunnels, 55 connecting passage locations, 4 wind well locations, and at 3 joints of U-shaped grooves and adjacent structures. Moreover, the differential settlement between the track slabs and the bridge piers of a 16.57 km long elevated structure was analyzed. The results showed that the settlements of ∼85% of the stations were less than those of adjacent shield tunnels, and the settlements at the connecting passages of ∼73% of the tunnels were greater than those on either sides of the tunnel. The wind well exhibited lower settlement than its adjacent tunnels. The settlement of the U-shaped groove was greater than that of its adjacent elevated structure, but was less than those of the cut-and-cover and shield tunnels. Approximately 86% of the track slabs exhibited arch deformation, and the settlements of the bridge piers were greater than those of the track slabs. The stiffness transition between the different structures should be considered in the design of metro structures on soft deposits.


2009 ◽  
Vol 70 (9) ◽  
pp. 1143-1147 ◽  
Author(s):  
Kazutoshi Michishita ◽  
Zenzo Yamaguchi ◽  
Noboru Nakajima ◽  
Kimihiro Sakagami ◽  
Masayuki Morimoto

Sign in / Sign up

Export Citation Format

Share Document