Study Notes on Cross-Sections and Volume Calculations

Cross-Sections and Volume Calculations

1a. Calculation of Volume of Cut Using Cross-Section Areas

Cross-Section Data at 50 m Intervals
  • The cross-section areas at various chainages are given as follows:
    • At 00 m: Area = 50 m²
    • At 50 m: Area = 75 m²
    • At 100 m: Area = 62 m²
    • At 150 m: Area = 58 m²
    • At 200 m: Area = 83 m²
    • At 250 m: Area = 22 m²
    • At 300 m: Area = 51 m²
    • At 350 m: Area = 26 m²
    • At 400 m: Area = 18 m²
i. Volume Calculation Using the Trapezoidal Rule
  • The trapezoidal rule is used to approximate the integral of a function based on its values at specific points. The formula is:
    V=ba2nimes(y<em>0+2(y</em>1+y<em>2++y</em>n1)+yn)V = \frac{b - a}{2n} imes (y<em>0 + 2(y</em>1 + y<em>2 + … + y</em>{n-1}) + y_n) where:

    • b = final x value (chainage at 400 m)
    • a = initial x value (chainage at 0 m)
    • n = number of intervals (9 intervals for this data)
  • For this case:

    • Total width of intervals = 400 m - 0 m = 400 m
    • Number of intervals (n) = 8
    • Area for each interval (y values) = [50, 75, 62, 58, 83, 22, 51, 26, 18]
    • Applying the trapezoidal rule:
    • Volume Calculation:
    1. Sum the areas:
      • extSum=50+75+62+58+83+22+51+26+18ext{Sum} = 50 + 75 + 62 + 58 + 83 + 22 + 51 + 26 + 18
      • extSum=405m2ext{Sum} = 405 \, m^2
    2. Compute the volume:
      • V=4002imes8imes(50+2(75+62+58+83+22+51+26)+18)V = \frac{400}{2 imes 8} imes (50 + 2(75 + 62 + 58 + 83 + 22 + 51 + 26) + 18)
      • V=40016imes(50+2imes40518)V = \frac{400}{16} imes (50 + 2 imes 405 - 18)
      • Calculation leads to final volume.
ii. Volume Calculation Using Simpson's Rule
  • Simpson's rule can provide a better approximation for the integral of a function than the trapezoidal rule, particularly when using an even number of intervals. The formula is:
    V=ba3nimes(y<em>0+4y</em>1+2y<em>2+4y</em>3++4y<em>n1+y</em>n)V = \frac{b - a}{3n} imes (y<em>0 + 4y</em>1 + 2y<em>2 + 4y</em>3 + … + 4y<em>{n-1} + y</em>n) where:

    • b = final x value (chainage at 400 m)
    • a = initial x value (chainage at 0 m)
    • n = number of intervals (must be even)
  • For this data:

    • Total width = 400 m
    • Number of intervals = 8 (even)
    • Given y values again as previous with:
    • extSum=50+75+62+58+83+22+51+26+18ext{Sum} = 50 + 75 + 62 + 58 + 83 + 22 + 51 + 26 + 18
  • Applying Simpson's Rule:

    • (V=4003imes8imes(50+4(75)+2(62)+4(58)+2(83)+4(22)+2(51)+4(26)+18))( V = \frac{400}{3 imes 8} imes (50 + 4(75) + 2(62) + 4(58) + 2(83) + 4(22) + 2(51) + 4(26) + 18))
    • Calculate the individual components and sum them accordingly to find the volume.

1b. Area Calculation of Irregular Boundaries

Land Boundary Measurements
  • A tract of land comprises boundaries AB, BD, and an irregular boundary DA.
  • The straight boundaries:
    • AB: 135 m
    • BD: 255 m
Offsets from Boundary DA to Irregular Boundary
  • Measured offsets at regular intervals of 30 m from D are:
    • At Distance 0.0 m: Offset = 0.0 m
    • At 30 m: Offset = 3.7 m
    • At 60 m: Offset = 4.9 m
    • At 90 m: Offset = 4.2 m
    • At 120 m: Offset = 2.8 m
    • At 150 m: Offset = 3.6 m
    • At 180 m: Offset = 0.0 m
Area Calculation Method
  • To calculate the area of the irregular section DA, we can employ the trapezoidal rule or a suitable numerical integration technique, much like the previous volume calculations. The area can be computed by:
    • Determining the total width (length of DA) and applying suitable summation techniques to the individual offsets at each distance to find the land area.
  • The resulting area will provide the necessary metric for land use, planning, or purchase assessments.