The Technical Design process involves the application of geometric design standards to define a design for the railway line and associated rail reserve through consideration of, amongst others, geology, utilities and environmental impacts.
Rapid Rail Alignment Design Criteria
|
Design Element
|
Criteria
|
Design Speed
|
180km
|
160km
|
Train configuration
|
12/8/4 cars
|
12/8/4 cars
|
Axle loading
|
18t/a
|
18t/a
|
Minimum curve radius (open track) – horizontal
|
1800m
|
1500m
|
Station curve radius
|
600m
|
600m
|
Radius – vertical
|
24504.20
|
17210.08
|
K-value
|
245
|
172.1
|
Track spacing (c/c)
|
4m
|
4m
|
Staging grades
|
1:
800 (ideally 1:1000)
|
1:
800 (ideally 1:1000)
|
Maximum slope (ruling gradient)
|
4% (ideally 2%)
|
4% (ideally 2%)
|
Turnouts
|
1:20/1:12/1:9
|
1:20/1:12/1:9
|
Rail
|
60kg/m
|
60kg/m
|
Distance between station & 1st turnout (station
end to PI)
|
25m
|
25m
|
Transition length
|
Car length
|
Car length
|
Pocket track length
|
Train length
|
Train length
|
Traction
|
Electric: Head end
|
Electric: head end
|
Train control system
|
Centralized Traffic Control
|
Centralized Traffic Control
|
