Land Survey  ·  Level 6
Engineering Mathematics II
Chapter 3: Apply Mensuration
📚 4 Topics
⚑ What you will be able to do

By the end of this chapter, you will be able to:

  • calculate polar equations accurately using coordinate geometry principles
  • plot graphs of polar equations correctly and clearly
  • draw normals to curves with precision following coordinate geometry rules
  • draw tangents to curves accurately using the correct methods

Mastering these skills will help you solve real-world engineering problems involving curves and shapes, making your work precise and reliable.

Engineering Mathematics II for Land Survey Level 6 focuses on applying mensuration techniques critical to accurate land measurements and data analysis. This chapter introduces fundamental statistical measures used in land survey data interpretation, such as measures of central tendency and dispersion. These mathematical tools enable surveyors to summarize large datasets, assess measurement reliability, and make informed decisions in projects ranging from cadastral surveys to construction site layouts.

3.1 Measures of Central

Measures of central tendency summarize a dataset with a single representative value, making it easier to understand and interpret survey measurements. In land surveying, these measures help identify typical values from multiple observations of distances, angles, or elevations. This section covers the mean, mode, median, standard deviation, and variance, all essential for analyzing survey data quality and consistency.

Tendencies.

Central tendency is the tendency of a set of observations to cluster around a typical or middle value. The mean, mode and median each describe that central value differently, while the standard deviation and variance measure dispersion, that is, how widely the observations spread around the centre. Surveyors need both: the central value is the best estimate of the quantity, and the spread shows how precise the measurements are. Example: when a surveyor for a flower farm measures a boundary five times, the mean gives the best value of its length and the standard deviation shows whether the measurements agree closely enough.

Measure What it describes Strength Limitation
Mean Arithmetic average of all values Uses every observation; best estimate for repeated measurements Affected by outliers
Mode Most frequent value Works for repeated readings and categories May not exist or may not be unique
Median Middle value of sorted data Not affected by extreme values Ignores the size of most observations
Standard deviation Typical distance of values from the mean, in the same units Shows precision directly Affected by outliers
Variance Average squared deviation from the mean, in squared units Used in error propagation Units are squared, so harder to interpret

3.1.1 Mean

The mean or arithmetic average is the sum of all observed values divided by the number of observations. It provides a central value representing the dataset, commonly used in averaging repeated measurements like chain lengths or angle readings.

x̄ = Σx ÷ n

Worked Examples

Example 1: A surveyor measures a baseline length five times with results: 50.12 m, 50.15 m, 50.10 m, 50.14 m, 50.13 m. Find the mean length.

x̄ = (50.12 + 50.15 + 50.10 + 50.14 + 50.13) ÷ 5

x̄ = 250.64 ÷ 5

Answer: 50.128 m

Example 2: A topographic survey records elevations at a point as: 102.5 m, 102.7 m, 102.6 m, 102.8 m, 102.4 m, 102.9 m. Calculate the mean elevation.

x̄ = (102.5 + 102.7 + 102.6 + 102.8 + 102.4 + 102.9) ÷ 6

x̄ = 615.9 ÷ 6

Answer: 102.65 m

Example 3: A surveyor records the horizontal angles at a station as 45°, 46°, 44°, 47°, and 45°. Find the mean angle.

x̄ = (45 + 46 + 44 + 47 + 45) ÷ 5

x̄ = 227 ÷ 5

Answer: 45.4°

3.1.2 Mode

The mode is the value that appears most frequently in a dataset. In surveying, mode helps identify the most common measurement, which can indicate typical or repeated errors or natural clustering in data.

Worked Examples

Example 1: A surveyor records distances in metres: 100.2, 100.5, 100.2, 100.8, 100.2, 100.5. Find the mode.

100.2 m appears 3 times, 100.5 m appears 2 times, others once.

Answer: 100.2 m

Example 2: Angular measurements at a station: 30°, 31°, 30°, 32°, 31°, 31°. Find the mode.

31° occurs 3 times, 30° occurs 2 times, 32° once.

Answer: 31°

Example 3: Elevations recorded as: 150.0 m, 150.5 m, 150.0 m, 150.7 m, 150.5 m, 150.0 m, 150.7 m. Find the mode.

150.0 m appears 3 times, 150.5 m and 150.7 m appear twice each.

Answer: 150.0 m

3.1.3 Median

The median is the middle value in an ordered dataset and divides the data into two equal halves. It is especially useful when datasets contain outliers or skewed values, common in survey measurements affected by occasional errors.

Worked Examples

Example 1: Find the median of measurements: 12.5, 14.2, 13.9, 15.0, 14.5.

Ordered: 12.5, 13.9, 14.2, 14.5, 15.0

Median = 3rd value

Answer: 14.2

Example 2: Find the median of elevations: 102.3, 102.8, 103.1, 101.9, 102.5, 103.0.

Ordered: 101.9, 102.3, 102.5, 102.8, 103.0, 103.1

Median = (3rd + 4th) ÷ 2 = (102.5 + 102.8) ÷ 2

Answer: 102.65

Example 3: Find the median of measured distances (m): 50.0, 49.8, 50.1, 49.9, 50.2, 50.3, 49.7.

Ordered: 49.7, 49.8, 49.9, 50.0, 50.1, 50.2, 50.3

Median = 4th value

Answer: 50.0 m

3.1.4 Standard deviation

The standard deviation quantifies the dispersion or spread of data points around the mean, indicating measurement precision. Small standard deviation means data points cluster closely near the mean, important for assessing survey accuracy. The examples below use the population formula; for a sample of repeated measurements, n − 1 is used in place of n.

σ = √[Σ(x − x̄)² ÷ n]

Worked Examples

Example 1: Calculate the standard deviation of baseline measurements (m): 100.1, 100.3, 100.2, 100.4.

Mean: x̄ = 401.0 ÷ 4 = 100.25

Squared deviations: (−0.15)² = 0.0225, (0.05)² = 0.0025, (−0.05)² = 0.0025, (0.15)² = 0.0225

Σ(x − x̄)² = 0.05

Variance = 0.05 ÷ 4 = 0.0125

σ = √0.0125

Answer: 0.1118 m

Example 2: Find the standard deviation of angle measurements (degrees): 40, 42, 41, 43, 44.

Mean: x̄ = 210 ÷ 5 = 42

Squared deviations: 4, 0, 1, 1, 4

Σ(x − x̄)² = 10

Variance = 10 ÷ 5 = 2

σ = √2

Answer: 1.4142°

Example 3: Elevations (m): 100.5, 100.7, 100.6, 100.8, 100.7, 100.9. Find the standard deviation.

Mean: x̄ = 604.2 ÷ 6 = 100.7

Squared deviations: 0.04, 0, 0.01, 0.01, 0, 0.04

Σ(x − x̄)² = 0.10

Variance = 0.10 ÷ 6 = 0.0167

σ = √0.0167

Answer: 0.1291 m

3.1.5 Variance

The variance measures the average squared deviations from the mean, representing data spread. It is the square of the standard deviation and helps quantify measurement variability in land survey data. As with standard deviation, the population form divides by n and the sample form by n − 1.

σ² = Σ(x − x̄)² ÷ n

Worked Examples

Example 1: Find the variance of chain length measurements (m): 25.0, 25.2, 24.8, 25.1.

Mean: x̄ = 100.1 ÷ 4 = 25.025

Squared deviations: (−0.025)² = 0.000625, (0.175)² = 0.030625, (−0.225)² = 0.050625, (0.075)² = 0.005625

Σ(x − x̄)² = 0.0875

σ² = 0.0875 ÷ 4

Answer: 0.021875 m²

Example 2: Angular observations (degrees): 60, 62, 61, 59, 60. Find the variance.

Mean: x̄ = 302 ÷ 5 = 60.4

Squared deviations: 0.16, 2.56, 0.36, 1.96, 0.16

Σ(x − x̄)² = 5.2

σ² = 5.2 ÷ 5

Answer: 1.04 deg²

Example 3: Elevation readings (m): 300.5, 300.7, 300.6, 300.8, 300.9, 300.7. Find the variance.

Mean: x̄ = 1,804.2 ÷ 6 = 300.7

Squared deviations: (−0.2)² = 0.04, 0, (−0.1)² = 0.01, (0.1)² = 0.01, (0.2)² = 0.04, 0

Σ(x − x̄)² = 0.10

σ² = 0.10 ÷ 6

Answer: 0.0167 m²

Practice Questions

  1. A surveyor records five measurements of a slope distance as 75.2 m, 75.5 m, 75.3 m, 75.4 m, and 75.1 m. Calculate the mean distance. (3 marks)

  2. Given the following elevations measured at a point: 120.5 m, 120.7 m, 120.4 m, 120.6 m, 120.7 m, determine the mode. (3 marks)

  3. Find the median of the following angle measurements in degrees: 30°, 29°, 31°, 32°, 30°. (3 marks)

  4. Calculate the standard deviation of baseline measurements: 100.0 m, 100.3 m, 100.1 m, 100.4 m, 100.2 m. (5 marks)

  5. Determine the variance of the following distance measurements (m): 45.5, 45.7, 45.4, 45.6, 45.5. (5 marks)

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🔒3.2 Grouped and ungrouped data

In land surveying, data collected from field measurements often come in raw form or summarized into groups for analysis. Understanding how to handle both ungrouped and grouped data is vital for processing survey results, such as elevation points or distances,…

🔒3.3 Probability distributions

Probability distributions model the likelihood of various outcomes in survey measurements affected by random errors or natural variability. Understanding these distributions aids in error analysis, quality control, and decision-making in land surveying project…

🔒3.4 Confidence Intervals

Confidence intervals are essential in land surveying to quantify the uncertainty in measurements and derived quantities such as areas or distances. Surveyors in Kenya frequently deal with sample data from field measurements, and confidence intervals provide a…

Chapter Summary

This chapter covered essential statistical concepts starting with measures of central tendencies, including mean, mode, median, standard deviation, and variance, which are key to summarizing data sets. It differentiated between grouped and ungrouped data, explaining how calculations vary depending on data organization. The chapter then introduced probability distributions, providing a foundation for understanding how probabilities are assigned to different outcomes in engineering contexts. Finally, it addressed confidence intervals, showing how to estimate population parameters with a specified level of certainty. Together, these topics equip students with the mathematical tools to analyze data, assess variability, and make informed predictions in engineering projects. The progression from basic descriptive statistics to inferential methods reinforces the practical application of mensuration in engineering mathematics.

Self-Assessment

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Written Assessment

  1. A land surveyor measures the lengths (in metres) of five consecutive boundary lines as follows: 52, 56, 54, 58, 60. Calculate the mean length of these lines. (2 marks)

  2. The following elevation readings (in metres) were recorded at a survey site: 102.5, 104.0, 102.5, 105.0, 106.0, 102.5, 104.0. Determine the mode of the elevation readings. (2 marks)

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Chapter Examination Questions

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SECTION A (40 Marks) - Answer ALL Questions

  1. A land surveyor records the following distances (in metres) measured along a boundary: 120, 125, 130, 120, 135, 125, 130. Calculate the mean distance. (4 marks)
  2. Given the following elevation readings (in metres): 150, 152, 150, 151, 153, 150, 152, identify the mode elevation. (4 marks)
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Am I competent?

At the start of this chapter we promised you would be able to:

  • calculate polar equations accurately using coordinate geometry principles
  • plot graphs of polar equations correctly and clearly
  • draw normals to curves with precision following coordinate geometry rules
  • draw tangents to curves accurately using the correct methods

Tick each one you can genuinely do.

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