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4.3 Rates, Work-Time & Distance-Speed Word Problems

Key Takeaways

  • Distance, speed, and time are related by d = r*t; converting km/h to m/s requires multiplying by 5/18, and m/s to km/h by 18/5.

  • Average speed over equal distance segments is the harmonic mean of speeds (S_avg = (2v1v2) / (v1 + v2)), never the simple arithmetic mean.

  • Relative speed equals v1 + v2 when moving in opposite directions (approaching or moving apart) and |v1 - v2| when moving in the same direction.

  • Train clearance problems require adding object length to train length when crossing platforms or bridges (d_total = L_train + L_platform).

  • Work rates add linearly (R_net = 1/A + 1/B); for pipes and cisterns, inlet rates are positive (+1/A) and outlet rates are negative (-1/B).

Last updated: July 2026

4.3 Rates, Work-Time & Distance-Speed Word Problems

Rates, work-time allocations, and motion word problems form one of the largest clusters of Quantitative Reasoning questions on the HEC HAT. Whether calculating the time required for combined crews to complete a construction project, determining net filling times for leaking cisterns, or computing train clearance times across moving platforms, candidate success relies on establishing structured rate equations. This section covers the fundamental formulas, relative motion principles, harmonic speed averages, and net work rate systems tested on the HEC HAT.


Basic Speed-Distance-Time Relations & Unit Conversions

The foundation of all motion word problems rests on the classic tripartite linear formula:

Distance (d)=Speed (r)×Time (t)\text{Distance } (d) = \text{Speed } (r) \times \text{Time } (t) r=dt,t=drr = \frac{d}{t}, \quad t = \frac{d}{r}

Essential Unit Conversions

Speed on the HEC HAT is commonly given in kilometers per hour (km/h\text{km/h}) or meters per second (m/s\text{m/s}). Converting between these units rapidly without scratchwork errors is critical.

1 km/h=1,000 meters3,600 seconds=518 m/s1 \text{ km/h} = \frac{1,000 \text{ meters}}{3,600 \text{ seconds}} = \frac{5}{18} \text{ m/s} 1 m/s=3,600 meters1,000 seconds=185 km/h1 \text{ m/s} = \frac{3,600 \text{ meters}}{1,000 \text{ seconds}} = \frac{18}{5} \text{ km/h}
  • To convert km/h→m/s\text{km/h} \rightarrow \text{m/s}: Multiply by 518\frac{5}{18}. (e.g., 90 km/h×518=25 m/s90 \text{ km/h} \times \frac{5}{18} = 25 \text{ m/s}).
  • To convert m/s→km/h\text{m/s} \rightarrow \text{km/h}: Multiply by 185\frac{18}{5}. (e.g., 20 m/s×185=72 km/h20 \text{ m/s} \times \frac{18}{5} = 72 \text{ km/h}).

Average Speed & Harmonic Mean for Equal Distances

Average speed is defined as total distance traveled divided by total elapsed time:

Savg=Total DistanceTotal TimeS_{\text{avg}} = \frac{\text{Total Distance}}{\text{Total Time}}

Equal Distance Traveled at Different Speeds

When an object covers two equal distances dd at speeds v1v_1 and v2v_2 (e.g., a round trip from City A to City B and back), taking the arithmetic mean v1+v22\frac{v_1 + v_2}{2} yields an incorrect result. Because more time is spent traveling at the slower speed, the overall average speed is the Harmonic Mean of the two speeds:

Savg=2v1v2v1+v2S_{\text{avg}} = \frac{2 v_1 v_2}{v_1 + v_2}

Worked Example: A vehicle travels from Lahore to Islamabad at 60 km/h60 \text{ km/h} and returns along the exact same route at 40 km/h40 \text{ km/h}. Calculate the average speed for the round trip.

  • Using the Harmonic Mean formula: Savg=2×60×4060+40=4,800100=48 km/hS_{\text{avg}} = \frac{2 \times 60 \times 40}{60 + 40} = \frac{4,800}{100} = 48 \text{ km/h}.
  • Note: The simple average (60+40)/2=50 km/h(60+40)/2 = 50 \text{ km/h} is incorrect because the return journey takes longer!

Relative Speed Concepts (Opposite vs. Same Direction)

Relative speed measures the rate at which the distance between two moving objects is decreasing or increasing.

OPPOSITE DIRECTIONS (Approaching/Diverging):   v_rel = v1 + v2
   [ Object 1 ---> v1 ]       [ v2 <--- Object 2 ]

SAME DIRECTION (Overtaking/Chasing):          v_rel = |v1 - v2|
   [ Object 1 ---> v1 ]   [ Object 2 ---> v2 ]

Scenarios

  1. Objects Moving in Opposite Directions: Relative speed is the sum of individual speeds: vrel=v1+v2v_{\text{rel}} = v_1 + v_2
  2. Objects Moving in the Same Direction: Relative speed is the absolute difference of individual speeds: vrel=∣v1−v2∣v_{\text{rel}} = |v_1 - v_2|
  3. Time to Meet / Overtake: t=Initial Distance Between Objectsvrelt = \frac{\text{Initial Distance Between Objects}}{v_{\text{rel}}}

Worked Example: Two trains start simultaneously from Karachi and Multan, 600 km600 \text{ km} apart, traveling toward each other at 70 km/h70 \text{ km/h} and 50 km/h50 \text{ km/h} respectively. How long before they pass each other?

  • Relative Speed vrel=70+50=120 km/hv_{\text{rel}} = 70 + 50 = 120 \text{ km/h}.
  • Time t=600 km120 km/h=5 hourst = \frac{600 \text{ km}}{120 \text{ km/h}} = 5 \text{ hours}.

Train Clearance Formulas

Train clearance problems test whether candidates account for the physical length of the train when passing stationary or moving objects.

Clearance ScenarioTotal Distance Required (dd)Effective Speed (vv)Clearance Time Formula (tt)
Crossing a stationary point object (pole, standing person, signal tree)LtrainL_{\text{train}}vtrainv_{\text{train}}t=Ltrainvtraint = \frac{L_{\text{train}}}{v_{\text{train}}}
Crossing a stationary platform / bridge / tunnelLtrain+LplatformL_{\text{train}} + L_{\text{platform}}vtrainv_{\text{train}}t=Ltrain+Lplatformvtraint = \frac{L_{\text{train}} + L_{\text{platform}}}{v_{\text{train}}}
Crossing another moving train (Opposite Direction)L1+L2L_1 + L_2v1+v2v_1 + v_2t=L1+L2v1+v2t = \frac{L_1 + L_2}{v_1 + v_2}
Crossing another moving train (Same Direction)L1+L2L_1 + L_2∣v1−v2∣\vert v_1 - v_2\vertt=L1+L2∣v1−v2∣t = \frac{L_1 + L_2}{\vert v_1 - v_2\vert}

Worked Example: A train 200200 meters long traveling at 72 km/h72 \text{ km/h} crosses a platform 300300 meters long. Calculate clearance time.

  1. Convert speed: 72 km/h×518=20 m/s72 \text{ km/h} \times \frac{5}{18} = 20 \text{ m/s}.
  2. Total distance d=Ltrain+Lplatform=200+300=500 metersd = L_{\text{train}} + L_{\text{platform}} = 200 + 300 = 500 \text{ meters}.
  3. Time t=50020=25 secondst = \frac{500}{20} = 25 \text{ seconds}.

Combined & Sequential Work-Time Dynamics

Work problems treat job completion using additive rates. If an agent completes 11 complete job in TT days, their individual work rate RR is R=1TR = \frac{1}{T} jobs per day.

Combined Work Rate Formula

If Person A completes a task in AA days and Person B completes it in BB days, their combined rate working together is:

Rcombined=RA+RB=1A+1B=A+BA⋅BR_{\text{combined}} = R_A + R_B = \frac{1}{A} + \frac{1}{B} = \frac{A + B}{A \cdot B} Total Combined Time (Ttotal)=A⋅BA+B\text{Total Combined Time } (T_{\text{total}}) = \frac{A \cdot B}{A + B}

For three workers A,B,CA, B, C:

1Ttotal=1A+1B+1C\frac{1}{T_{\text{total}}} = \frac{1}{A} + \frac{1}{B} + \frac{1}{C}

Sequential Work Schedules (Leaving or Joining Mid-Way)

When workers start together but one leaves before completion, calculate the fraction of work completed during joint operation first, then solve for remaining work.

Worked Example: Worker A can complete a project in 1010 days, while Worker B can complete it in 1515 days. They work together for 44 days, after which Worker A leaves. How many additional days will Worker B take alone to finish the project?

  • Rate RA=110R_A = \frac{1}{10}, Rate RB=115R_B = \frac{1}{15}.
  • Combined Rate Rcomb=110+115=3+230=530=16R_{\text{comb}} = \frac{1}{10} + \frac{1}{15} = \frac{3 + 2}{30} = \frac{5}{30} = \frac{1}{6} job/day.
  • Work completed in 44 days =4×16=23= 4 \times \frac{1}{6} = \frac{2}{3} of the project.
  • Remaining Work =1−23=13= 1 - \frac{2}{3} = \frac{1}{3}.
  • Time for B alone =Remaining WorkRB=1/31/15=153=5 days= \frac{\text{Remaining Work}}{R_B} = \frac{1/3}{1/15} = \frac{15}{3} = 5 \text{ days}.

Pipes & Cisterns (Inlets & Outlets)

Pipes and cisterns operate under identical logic to work problems, with inlet pipes acting as positive rates and outlet pipes / leaks acting as negative rates.

Net Rate=∑Rinlets−∑Routlets\text{Net Rate} = \sum R_{\text{inlets}} - \sum R_{\text{outlets}} 1Tnet=1A+1B−1C\frac{1}{T_{\text{net}}} = \frac{1}{A} + \frac{1}{B} - \frac{1}{C}

Worked Example: Pipe X can fill a tank in 66 hours, Pipe Y can fill it in 88 hours, and Pipe Z can empty the full tank in 1212 hours. If all three pipes are opened simultaneously when the tank is empty, how long will it take to fill the tank?

  • Net Rate =16+18−112= \frac{1}{6} + \frac{1}{8} - \frac{1}{12}.
  • Find common denominator (2424): Net Rate =4+3−224=524= \frac{4 + 3 - 2}{24} = \frac{5}{24} tanks per hour.
  • Total Time Tnet=245=4.8 hoursT_{\text{net}} = \frac{24}{5} = 4.8 \text{ hours} (or 4 hours 48 minutes4 \text{ hours } 48 \text{ minutes}).
Test Your Knowledge

A vehicle travels from City A to City B at a speed of 90 km/h and returns along the same route at a speed of 60 km/h. What is the average speed of the vehicle for the entire round trip?

A

70 km/h

B

72 km/h

C

75 km/h

D

78 km/h

Test Your Knowledge

A train 250 meters long is travelling at a uniform speed of 90 km/h. How many seconds will it take to completely cross a railway platform 350 meters long?

A

20 seconds

B

24 seconds

C

28 seconds

D

30 seconds

Test Your Knowledge

Worker A can complete a project in 12 days, while Worker B can complete the same project in 24 days. If they work together for 4 days and then Worker A leaves, how many additional days will Worker B take alone to finish the remaining project?

A

8 days

B

10 days

C

12 days

D

14 days

Test Your Knowledge

Inlet Pipe X can fill a reservoir in 6 hours, while Outlet Pipe Y can completely drain the full reservoir in 10 hours. If both pipes are opened simultaneously when the reservoir is completely empty, how many hours will it take to fill the reservoir?

A

12 hours

B

15 hours

C

18 hours

D

20 hours

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