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Quadrilateral speed-time curve on down gradient

Short answer

Compute acceleration, coasting, and braking distances with effective mass 1.1W; divide total distance by run plus stop time. Schedule speed is 17.3 km/h. Specific energy consumption is 13.14 Wh per tonne-km.

An electric train has quadrilateral speed-time curve as follows: i) Uniform acceleration from rest at 2 kmphps for 10 seconds. ii) Coasting for 50 seconds. iii) Braking period of 15 seconds. The train is moving a uniform down gradient of 1% tractive resistance 40 newtons per tonne, rotational inertia effect 10% of dead weight, duration of stop 15 seconds and overall efficiency of transmission gear and motor as 75%. Calculate its schedule speed and specific energy consumption of run.

Assumptions: We=1.1WW_e = 1.1W; a 1 tonne train is taken (answers per tonne); power is ON only during acceleration; during coasting the net force is the gradient force minus the resistance.

Speeds and distances

Acceleration: V1=2×10=20V_1 = 2\times10 = 20 km/h.

Coasting on a 1 % down gradient: gradient force =98.1×1=98.1= 98.1\times1 = 98.1 N/t, resistance =40= 40 N/t, so the net force helps motion. Coasting acceleration:

αc=98.1−40277.8×1.1=0.1901 km/h/s\alpha_c = \frac{98.1 - 40}{277.8\times1.1} = 0.1901\ \text{km/h/s}

Speed at end of coasting:

V2=20+0.1901×50=29.51 km/hV_2 = 20 + 0.1901\times50 = 29.51\ \text{km/h}

Braking in 15 s: β=29.51/15=1.967\beta = 29.51/15 = 1.967 km/h/s.

PeriodTime (s)Speeds (km/h)Distance (m)
Acceleration100 → 20203.6×102=27.78\frac{20}{3.6}\times\frac{10}{2} = 27.78
Coasting5020 → 29.5120+29.512×3.6×50=343.80\frac{20+29.51}{2\times3.6}\times50 = 343.80
Braking1529.51 → 029.513.6×152=61.47\frac{29.51}{3.6}\times\frac{15}{2} = 61.47
Total75433.04

Schedule speed

Ts=75+15=90 sVs=433.0490×3.6=17.32 km/h\begin{aligned} T_s &= 75 + 15 = 90\ \text{s} \\ V_s &= \frac{433.04}{90}\times3.6 = 17.32\ \text{km/h} \end{aligned}

Specific energy consumption

Tractive effort per tonne during acceleration (down gradient, so the gradient force 98.1G98.1G with G=1G = 1 is subtracted):

Ft=277.8 (1.1) α−98.1G+r=277.8×1.1×2−98.1×1+40=553.06 N/t\begin{aligned} F_t &= 277.8\,(1.1)\,\alpha - 98.1G + r \\ &= 277.8\times1.1\times2 - 98.1\times1 + 40 = 553.06\ \text{N/t} \end{aligned}

Energy at wheels per tonne =Ft×d1=553.06×27.78=15362.8= F_t \times d_1 = 553.06\times27.78 = 15362.8 J/t.

Energy input (efficiency 75 %) =15362.8/0.75=20483.7= 15362.8/0.75 = 20483.7 J/t =5.690= 5.690 Wh/t.

SEC=5.690 Wh/t0.43304 km=13.14 Wh/t-km\text{SEC} = \frac{5.690\ \text{Wh/t}}{0.43304\ \text{km}} = 13.14\ \text{Wh/t-km}

Answer: Schedule speed = 17.3 km/h; specific energy consumption = 13.14 Wh per tonne-km.

✓ Answer checked by Claude Opus 5.5 (high effort)

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