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Zorluk: Çok zorSlope and Gradient Calculation

Match each topographic relief profile scenario to its corresponding calculated slope gradient expressed both as a ratio (1 in N1 \text{ in } N) and as a percentage gradient.

  • Trigonometric beacon at 450 m450\text{ m} to river confluence at 150 m150\text{ m}; map distance is 6 cm6\text{ cm} on a scale of 1:50,0001:50,000.1 in 101 \text{ in } 10 (10%10\%)
  • Valley floor at elevation 180 m180\text{ m} rising to a plateau rim at 420 m420\text{ m}; map distance is 2.4 cm2.4\text{ cm} on a scale of 1:25,0001:25,000.1 in 2.51 \text{ in } 2.5 (40%40\%)
  • Proposed railway track passing from elevation 100 m100\text{ m} to 220 m220\text{ m}; map distance is 12 cm12\text{ cm} on a scale of 1:50,0001:50,000.1 in 501 \text{ in } 50 (2%2\%)
  • Scarp face intersecting 55 consecutive contour lines of interval 25 m25\text{ m}; map distance across the scarp is 0.8 cm0.8\text{ cm} on a scale of 1:50,0001:50,000.1 in 41 \text{ in } 4 (25%25\%)

Cevap

Trigonometric beacon to river confluence matches 1 in 101 \text{ in } 10 (10%10\%); Valley floor to plateau rim matches 1 in 2.51 \text{ in } 2.5 (40%40\%); Proposed railway track matches 1 in 501 \text{ in } 50 (2%2\%); Scarp face across 5 contour lines matches 1 in 41 \text{ in } 4 (25%25\%).
Each topographic scenario correctly pairs with its calculated gradient ratio and percentage by computing the exact Vertical Interval (difference in height) and Horizontal Equivalent (ground distance derived from map scale).

Adım Adım Çözüm

1
Calculate the Vertical Interval (VI) for each scenario
Scenario 1: 450150=300 m450 - 150 = 300\text{ m}. Scenario 2: 420180=240 m420 - 180 = 240\text{ m}. Scenario 3: 220100=120 m220 - 100 = 120\text{ m}. Scenario 4: (51)×25=100 m(5-1) \times 25 = 100\text{ m}.
VI represents the difference in height between two points.
2
Calculate the Horizontal Equivalent (HE) in meters for each scenario
Scenario 1: 6 cm×500 m/cm=3,000 m6\text{ cm} \times 500\text{ m/cm} = 3,000\text{ m}. Scenario 2: 2.4 cm×250 m/cm=600 m2.4\text{ cm} \times 250\text{ m/cm} = 600\text{ m}. Scenario 3: 12 cm×500 m/cm=6,000 m12\text{ cm} \times 500\text{ m/cm} = 6,000\text{ m}. Scenario 4: 0.8 cm×500 m/cm=400 m0.8\text{ cm} \times 500\text{ m/cm} = 400\text{ m}.
Convert map distance to ground distance using the representative fraction scale.
3
Compute the slope gradient ratio (VI / HE) and express as 1 in N and percentage
Scenario 1: 300/3000=1/10=1 in 10300 / 3000 = 1/10 = 1 \text{ in } 10 (10%10\%). Scenario 2: 240/600=1/2.5=1 in 2.5240 / 600 = 1/2.5 = 1 \text{ in } 2.5 (40%40\%). Scenario 3: 120/6000=1/50=1 in 50120 / 6000 = 1/50 = 1 \text{ in } 50 (2%2\%). Scenario 4: 100/400=1/4=1 in 4100 / 400 = 1/4 = 1 \text{ in } 4 (25%25\%).
Gradient is calculated as VI / HE, yielding both ratio 1 in N and percentage slope (VI/HE * 100%).

Anahtar Kavram

Slope and Gradient Calculation
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