Skip to main content

Acceleration, coasting retardation and schedule speed

Short answer

Acceleration is 2 km/h/s, coasting retardation is 0.164 km/h/s. With 20 s stops the schedule speed is 29.27 km/h; reducing stops to 15 s raises it to 30.59 km/h, an increase of 1.32 km/h.

An electric train accelerates uniformly from rest to a speed of 48 km/hour in 24 seconds. The coasting period is 60 seconds against a constant resistance of 50 N/tonne and is braked to rest at 3.3 km/hour/second in 10 seconds. Calculate (i) The acceleration (ii) Coasting retardation (iii) The schedule speed, if the station stops are of 20 second duration. What would be the effect on schedule speed of reducing the station stops to 15 seconds duration, other conditions remaining same? Consider 10% for rotational inertia.

Assumption: braking at 3.3 km/h/s from the speed at end of coasting (the braking time then comes out as 11.6 s; the stated 10 s does not match this rate, see the note at the end).

(i) Acceleration

α=4824=2 km/h/s\alpha = \frac{48}{24} = 2\ \text{km/h/s}

(ii) Coasting retardation

Resistance 50 N/t, effective mass 1.1W1.1W:

277.8×1.1 βc=50βc=50305.58=0.1636 km/h/s\begin{aligned} 277.8\times1.1\,\beta_c &= 50 \\ \beta_c &= \frac{50}{305.58} = 0.1636\ \text{km/h/s} \end{aligned}

(iii) Schedule speed (20 s stops)

Speed at end of coasting:

V2=48−0.1636×60=38.18 km/hV_2 = 48 - 0.1636\times60 = 38.18\ \text{km/h}

Braking time: t3=38.18/3.3=11.57t_3 = 38.18/3.3 = 11.57 s.

PeriodTime (s)Distance (m)
Acceleration24483.6×242=160.0\frac{48}{3.6}\times\frac{24}{2} = 160.0
Coasting6048+38.182×3.6×60=718.19\frac{48+38.18}{2\times3.6}\times60 = 718.19
Braking11.5738.183.6×11.572=61.36\frac{38.18}{3.6}\times\frac{11.57}{2} = 61.36
Total95.57939.55
Ts=95.57+20=115.57 sVs=939.55115.57×3.6=29.27 km/h\begin{aligned} T_s &= 95.57 + 20 = 115.57\ \text{s} \\ V_s &= \frac{939.55}{115.57}\times3.6 = 29.27\ \text{km/h} \end{aligned}

Effect of 15 s stops

Ts=95.57+15=110.57 sVs=939.55110.57×3.6=30.59 km/h\begin{aligned} T_s &= 95.57 + 15 = 110.57\ \text{s} \\ V_s &= \frac{939.55}{110.57}\times3.6 = 30.59\ \text{km/h} \end{aligned}

Increase =30.59−29.27=1.32= 30.59 - 29.27 = 1.32 km/h (about 4.5 %).

Answer: (i) 2 km/h/s, (ii) 0.164 km/h/s, (iii) 29.27 km/h; with 15 s stops the schedule speed rises to 30.59 km/h.

Note: if the braking period is taken as exactly 10 s from 38.18 km/h, the distance is 931.2 m and the schedule speeds are 29.41 km/h (20 s stops) and 30.76 km/h (15 s stops); the conclusion is the same.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Utilization of Electrical Energy chapter 4 questions →