Infrastructure railway design, Civil Engineering

Assignment Help:

The objective of this module is:-

- For the student to identify the track design issues and there relationships that will need to be considered in the development of a feasibility study for a proposed line speed increase between London and Derby

This will require:

-  A working knowledge of the track design handbook including construction standards, design mathematics and clearances,

-  Discussion with senior railway engineering staff involved with track design, track renewal production, enhancement works and maintenance activities (including track geometry)

-  Understanding of curving rules, track forces, their implications and requirement for good track quality

Background

A section of the Midland Main Line runs from London St Pancras to Derby some 128 miles in length. This is predominately two track with a four track section between Bedford and London

Both passenger and freight trains run over the route currently with maximum speeds of 110mph for passenger and 75mph for freight. The feasibility study is to examine if 125 mph running is possible using conventional or tilting trains

Current Passenger trains are predominately 'Meridian' or HST (High speed Trains) both of which have differing acceleration and braking profiles

The line has many sections of straight and curved track and also passes over several hill sections. There are several major stations on the route (e.g. Derby, Leicester, Kettering, Bedford etc) that were built in the Victorian era and are situated on sharp curves

Throughout the route there are a number of structures including viaducts, overbridges and underbridges. Many of these exist from when the line was constructed and have tight clearances

The track runs over various geological situations from chalk in areas at the south end to granite at the northern end of this section.

South of Bedford the line is 4 track and has an overhead electrification system.


Related Discussions:- Infrastructure railway design

Design a sanitary branch sewer, Q. For what capacity would you design a san...

Q. For what capacity would you design a sanitary branch sewer to serve a section having a population of 12500 persons with a rate of supply of 135 Liters. Ans.- Average flow

Can all utility detectors detect depth of utilities, Question Can all u...

Question Can all utility detectors detect depth of utilities ? Answer In Hong Kong, underground utility detectors are as a rule separated into two categories- electro

Define the ignitability - hazardous waste, Define the Ignitability - Hazard...

Define the Ignitability - Hazardous Waste - is a liquid with flash point - Not a liquid and capable of spontaneous and sustained combustion under normal conditions - Ign

#civil, what is whole circle barring

what is whole circle barring

Fluid mechanics , i have three civil engineering fluid mechanics. 1 manomet...

i have three civil engineering fluid mechanics. 1 manometer problem 2 estimate the discharge for a channel 3 pipe system - direction of flow in line and what the value of flow in l

Chemistry, What is the difference between scale and sludge

What is the difference between scale and sludge

Distomat, write short note on distomat with applications

write short note on distomat with applications

Ceramic tiles for construction material, Q. Ceramic Tiles for construction ...

Q. Ceramic Tiles for construction material? For public toilet bath rooms , kitchen etc to ensure cleanliness floors should be provided with ceramic tile. For water points on

Two way slab, how can i design reinforcement for a two way slab

how can i design reinforcement for a two way slab

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd