Problem Overview
A mechanical fleet engineer optimizes the cruising speed for electric delivery vans traveling a 240 -mile 240\text{-mile} 240 -mile round trip. Labor costs $ 45 / hr \$45/\text{hr} $45/ hr and electrical battery consumption costs v 2 80 $/hr \frac{v^2}{80}\text{ \$/hr} 80 v 2 $/hr on the legal domain v ∈ [ 45 , 75 ] mph v \in [45, 75]\text{ mph} v ∈ [ 45 , 75 ] mph . We formulate the single-variable total cost function, find the optimal cruising velocity using calculus, verify the global minimum via the Closed Interval Method, and validate the Cost Equipartition Theorem.
Step-by-Step Mathematical Solution
Step 1: Formulate Transit Time and Total Cost Objective Functions
The modeling process follows the Applied Optimization Modeling Framework :
(Defined in Applied Optimization Modeling Framework .)
Total Transit Time:
For a constant cruising speed v v v (in mph \text{mph} mph ) over round-trip distance D = 240 miles D = 240\text{ miles} D = 240 miles :
t ( v ) = D v = 240 v hours t(v) = \frac{D}{v} = \frac{240}{v}\text{ hours} t ( v ) = v D = v 240 hours
Total Trip Cost Objective Function:
Total operating cost is the product of transit time and the combined hourly burn rate:
C ( v ) = t ( v ) ⋅ [ R labor + R energy ( v ) ] = 240 v ( 45 + v 2 80 ) C(v) = t(v) \cdot \left[ R_{\text{labor}} + R_{\text{energy}}(v) \right] = \frac{240}{v} \left( 45 + \frac{v^2}{80} \right) C ( v ) = t ( v ) ⋅ [ R labor + R energy ( v ) ] = v 240 ( 45 + 80 v 2 )
Distribute the 240 v \frac{240}{v} v 240 term:
C ( v ) = 240 × 45 v + 240 v 2 80 v = 10 , 800 v + 3 v dollars C(v) = \frac{240 \times 45}{v} + \frac{240 v^2}{80 v} = \frac{10,800}{v} + 3v\text{ dollars} C ( v ) = v 240 × 45 + 80 v 240 v 2 = v 10 , 800 + 3 v dollars
Rewrite in negative exponent form for direct power-rule differentiation:
C ( v ) = 10 , 800 v − 1 + 3 v C(v) = 10,800 v^{-1} + 3v C ( v ) = 10 , 800 v − 1 + 3 v
Step 2: Establish the Context-Driven Domain
Fleet speed governor restrictions and Interstate-15 legal speed limits establish the physical domain:
Domain: v ∈ [ 45 , 75 ] mph \text{Domain: } v \in [45, 75]\text{ mph} Domain: v ∈ [ 45 , 75 ] mph
Because
C ( v ) C(v) C ( v ) is continuous on the closed, bounded interval
[ 45 , 75 ] [45, 75] [ 45 , 75 ] , the
Extreme Value Theorem guarantees the existence of an absolute minimum.
Step 3: Differentiate and Find Critical Numbers
Differentiate C ( v ) C(v) C ( v ) with respect to velocity v v v :
C ′ ( v ) = d d v [ 10 , 800 v − 1 + 3 v ] = − 10 , 800 v − 2 + 3 = − 10 , 800 v 2 + 3 C'(v) = \frac{d}{dv}\left[ 10,800 v^{-1} + 3v \right] = -10,800 v^{-2} + 3 = -\frac{10,800}{v^2} + 3 C ′ ( v ) = d v d [ 10 , 800 v − 1 + 3 v ] = − 10 , 800 v − 2 + 3 = − v 2 10 , 800 + 3
Set C ′ ( v ) = 0 C'(v) = 0 C ′ ( v ) = 0 to identify stationary points:
3 − 10 , 800 v 2 = 0 ⟹ 10 , 800 v 2 = 3 3 - \frac{10,800}{v^2} = 0 \implies \frac{10,800}{v^2} = 3 3 − v 2 10 , 800 = 0 ⟹ v 2 10 , 800 = 3
3 v 2 = 10 , 800 ⟹ v 2 = 10 , 800 3 = 3 , 600 3v^2 = 10,800 \implies v^2 = \frac{10,800}{3} = 3,600 3 v 2 = 10 , 800 ⟹ v 2 = 3 10 , 800 = 3 , 600
Taking the positive physical velocity:
v ∗ = 3 , 600 = 60 mph v^* = \sqrt{3,600} = 60\text{ mph} v ∗ = 3 , 600 = 60 mph
Because
60 ∈ [ 45 , 75 ] 60 \in [45, 75] 60 ∈ [ 45 , 75 ] ,
v = 60 mph v = 60\text{ mph} v = 60 mph is a valid critical point.
Step 4: Execute the Closed Interval Method
Evaluate C ( v ) = 10 , 800 v + 3 v C(v) = \frac{10,800}{v} + 3v C ( v ) = v 10 , 800 + 3 v at the boundaries and the interior critical point:
At Minimum Governor Speed (v = 45 mph v = 45\text{ mph} v = 45 mph ):
Trip duration: t = 240 45 ≈ 5.333 hours t = \frac{240}{45} \approx 5.333\text{ hours} t = 45 240 ≈ 5.333 hours .
C ( 45 ) = 10 , 800 45 + 3 ( 45 ) = 240 + 135 = $ 375.00 C(45) = \frac{10,800}{45} + 3(45) = 240 + 135 = \$375.00 C ( 45 ) = 45 10 , 800 + 3 ( 45 ) = 240 + 135 = $375.00
At Maximum Speed Limit (v = 75 mph v = 75\text{ mph} v = 75 mph ):
Trip duration: t = 240 75 = 3.200 hours t = \frac{240}{75} = 3.200\text{ hours} t = 75 240 = 3.200 hours .
C ( 75 ) = 10 , 800 75 + 3 ( 75 ) = 144 + 225 = $ 369.00 C(75) = \frac{10,800}{75} + 3(75) = 144 + 225 = \$369.00 C ( 75 ) = 75 10 , 800 + 3 ( 75 ) = 144 + 225 = $369.00
At Critical Cruising Speed (v = 60 mph v = 60\text{ mph} v = 60 mph ):
Trip duration: t = 240 60 = 4.000 hours t = \frac{240}{60} = 4.000\text{ hours} t = 60 240 = 4.000 hours .
C ( 60 ) = 10 , 800 60 + 3 ( 60 ) = 180 + 180 = $ 360.00 C(60) = \frac{10,800}{60} + 3(60) = 180 + 180 = \$360.00 C ( 60 ) = 60 10 , 800 + 3 ( 60 ) = 180 + 180 = $360.00
Comparing the three candidate evaluations:
$ 360.00 < $ 369.00 < $ 375.00 \$360.00 < \$369.00 < \$375.00 $360.00 < $369.00 < $375.00
The absolute minimum operational trip cost is
$ 360.00 \$360.00 $360.00 , occurring at a cruising velocity of
60 mph 60\text{ mph} 60 mph .
Step 5: Verification of the Cost Equipartition Theorem
At the optimal speed of v = 60 mph v = 60\text{ mph} v = 60 mph :
Total Labor Cost: C labor = 10 , 800 60 = $ 180.00 C_{\text{labor}} = \frac{10,800}{60} = \$180.00 C labor = 60 10 , 800 = $180.00
Total Battery Charging Cost: C energy = 3 ( 60 ) = $ 180.00 C_{\text{energy}} = 3(60) = \$180.00 C energy = 3 ( 60 ) = $180.00
The labor cost and energy charging cost are exactly equal (C labor = C energy = $ 180.00 C_{\text{labor}} = C_{\text{energy}} = \$180.00 C labor = C energy = $180.00 ), mathematically confirming the Cost Equipartition Theorem formalized in Cruising Velocity and Operational Transit Cost Optimization .
Engineering Significance & Conclusion
Operational Recommendation: Fleet dispatchers should configure commercial cruise control governors to 60 mph 60\text{ mph} 60 mph on this route. Operating at 60 mph 60\text{ mph} 60 mph saves $ 15 \$15 $15 per truck shift compared to driving at 45 mph 45\text{ mph} 45 mph , and saves $ 9 \$9 $9 per shift compared to driving at 75 mph 75\text{ mph} 75 mph . For a 100-vehicle fleet completing 300 shifts annually, this optimization generates $ 270 , 000 \$270,000 $270 , 000 in annual operational savings .
Impact of Wage Inflation: If driver wages increase (e.g., from $ 45 / hr \$45/\text{hr} $45/ hr to $ 60 / hr \$60/\text{hr} $60/ hr ), the numerator of the time-cost component increases (w D = 60 × 240 = 14 , 400 wD = 60 \times 240 = 14,400 w D = 60 × 240 = 14 , 400 ), shifting the optimal speed:
v ∗ = 14 , 400 3 = 4 , 800 ≈ 69.3 mph v^* = \sqrt{\frac{14,400}{3}} = \sqrt{4,800} \approx 69.3\text{ mph} v ∗ = 3 14 , 400 = 4 , 800 ≈ 69.3 mph
As labor becomes more expensive, the company saves money by driving faster to reduce total paid hours, even though aerodynamic battery drag increases.