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Train schedule speed can be increased by
Increasing the acceleration and retardation
Increasing the crest speed
Decreasing the duration of stop
All of these
All of these
The schedule speed of a train is defined as the ratio of the total distance traveled between two terminal stations to the total time taken, including stops. Increasing the schedule speed requires minimizing the total time taken by improving acceleration/retardation, increasing the top running speed (crest speed), and reducing stationary time at stops.
The schedule speed of a train is defined as the ratio of the total distance traveled between two terminal stations to the total time taken, including stops. Increasing the schedule speed requires minimizing the total time taken by improving acceleration/retardation, increasing the top running speed (crest speed), and reducing stationary time at stops.
VsтАЛ=TrunтАЛ+TstopтАЛDтАЛ тАФ General expression for schedule speed
TrunтАЛ=VmтАЛDтАЛ+2VmтАЛтАЛ(╬▒1тАЛ+╬▓1тАЛ) тАФ Simplified running time derivation
The relationship is governed by the time equation: TtotalтАЛ=TrunningтАЛ+TstopтАЛ. By increasing acceleration (alpha) and retardation (╬▓), the train reaches crest speed faster and decelerates more efficiently, reducing TrunningтАЛ. Increasing crest speed (VmтАЛ) allows the train to cover the distance in a shorter time. Reducing TstopтАЛ directly subtracts idle time from the denominator of the speed calculation, thereby increasing the overall schedule speed.
Schedule speed is always lower than average speed, which in turn is lower than crest speed.
Acceleration and retardation rates are limited by passenger comfort and the motor's adhesion limits.
Higher schedule speeds are prioritized in suburban and metro rail systems.
The duration of stops is a critical factor for short-distance journeys (frequent stopping).
Improved track utilization
Reduced energy consumption per km when optimized
Enhanced passenger throughput
Increased wear and tear on braking systems
Higher peak power demand from the traction supply system
Potential passenger discomfort due to high jerk rates
Metropolitan transit systems
High-speed rail corridors
Suburban commuter lines
Crest speed (VmтАЛ) is the maximum speed attained by the train during a run.
Option D is correct because all mentioned factors independently and collectively contribute to reducing the travel time for a fixed distance.
D is correct тАФ Increasing acceleration/retardation, elevating crest speed, and shortening station dwell times are the primary engineering levers to improve train schedule speed.
Always remember: VscheduleтАЛ<VaverageтАЛ<VcrestтАЛ. Increasing the numerator (Distance) or decreasing the denominator (Time) always leads to a higher speed value.