Question

Difficulty: MediumSlope and Gradient Calculation

Match each topographic map elevation scenario to its corresponding calculated slope gradient ratio (1 in N1 \text{ in } N). Which of the following correct pairs match each map measurement scenario on the left with its computed gradient ratio on the right?

  • Elevation difference of 80 m80\text{ m} between two points separated by 4 cm4\text{ cm} on a 1:50,0001 : 50,000 map scale1 in 251 \text{ in } 25
  • Elevation difference of 150 m150\text{ m} between two points separated by 3 cm3\text{ cm} on a 1:100,0001 : 100,000 map scale1 in 201 \text{ in } 20
  • Elevation difference of 200 m200\text{ m} between two points separated by 2 cm2\text{ cm} on a 1:25,0001 : 25,000 map scale1 in 2.51 \text{ in } 2.5
  • Elevation difference of 60 m60\text{ m} between two points separated by 6 cm6\text{ cm} on a 1:50,0001 : 50,000 map scale1 in 501 \text{ in } 50

Answer

The correct matches pair each scenario with its gradient ratio as follows: the 80 m80\text{ m} elevation difference over 4 cm4\text{ cm} (1:50,0001:50,000) matches 1 in 251 \text{ in } 25; the 150 m150\text{ m} elevation difference over 3 cm3\text{ cm} (1:100,0001:100,000) matches 1 in 201 \text{ in } 20; the 200 m200\text{ m} elevation difference over 2 cm2\text{ cm} (1:25,0001:25,000) matches 1 in 2.51 \text{ in } 2.5; and the 60 m60\text{ m} elevation difference over 6 cm6\text{ cm} (1:50,0001:50,000) matches 1 in 501 \text{ in } 50.
Each elevation difference (VI) is divided by the true ground distance (HE) converted to meters. For scenario 1: 4 cm×50,000/100=2,000 m4\text{ cm} \times 50,000 / 100 = 2,000\text{ m}, leading to 80/2,000=1/2580 / 2,000 = 1 / 25. For scenario 2: 3 cm×100,000/100=3,000 m3\text{ cm} \times 100,000 / 100 = 3,000\text{ m}, giving 150/3,000=1/20150 / 3,000 = 1 / 20. For scenario 3: 2 cm×25,000/100=500 m2\text{ cm} \times 25,000 / 100 = 500\text{ m}, giving 200/500=1/2.5200 / 500 = 1 / 2.5. For scenario 4: 6 cm×50,000/100=3,000 m6\text{ cm} \times 50,000 / 100 = 3,000\text{ m}, yielding 60/3,000=1/5060 / 3,000 = 1 / 50.

Step-by-Step Solution

1
Recall the gradient formula for topographic maps
Gradient formula is Gradient=Vertical Interval (VI)Horizontal Equivalent (HE)\text{Gradient} = \frac{\text{Vertical Interval (VI)}}{\text{Horizontal Equivalent (HE)}}, where both VI and HE must be expressed in the same units (meters).
Gradient is a dimensionless ratio comparing vertical rise to horizontal ground distance.
2
Calculate Horizontal Equivalent (HE) for each scenario
Scenario 1: HE=4 cm×50,000=200,000 cm=2,000 m\text{HE} = 4\text{ cm} \times 50,000 = 200,000\text{ cm} = 2,000\text{ m}. Scenario 2: HE=3 cm×100,000=300,000 cm=3,000 m\text{HE} = 3\text{ cm} \times 100,000 = 300,000\text{ cm} = 3,000\text{ m}. Scenario 3: HE=2 cm×25,000=50,000 cm=500 m\text{HE} = 2\text{ cm} \times 25,000 = 50,000\text{ cm} = 500\text{ m}. Scenario 4: HE=6 cm×50,000=300,000 cm=3,000 m\text{HE} = 6\text{ cm} \times 50,000 = 300,000\text{ cm} = 3,000\text{ m}.
Map distance must be converted to actual ground distance using the representative fraction scale.
3
Compute the gradient ratio (VI / HE) for each item and pair with the correct ratio
Item 1: 802000=125\frac{80}{2000} = \frac{1}{25} (1 in 251 \text{ in } 25). Item 2: 1503000=120\frac{150}{3000} = \frac{1}{20} (1 in 201 \text{ in } 20). Item 3: 200500=12.5\frac{200}{500} = \frac{1}{2.5} (1 in 2.51 \text{ in } 2.5). Item 4: 603000=150\frac{60}{3000} = \frac{1}{50} (1 in 501 \text{ in } 50).
Simplifying each fraction to unit numerator format (1/N1 / N) yields the standard gradient ratio expression.

Key Concept

Slope and Gradient Calculation
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