GELE Adjustment Computations (Least Squares) — Theory of Errors, Weights and Most Probable ValueExam Answer Templates
How to answer Theory of Errors, Weights and Most Probable Value questions on the GELE — a set of templates you can apply to any question Professional Regulation Commission (PRC) — Board of Geodetic Engineering throws at you in the Adjustment Computations (Least Squares) subtest. Built from analysis of recent GELE 2026 papers.
Exam context
Professional Regulation Commission (PRC) — Board of Geodetic Engineering runs the Geodetic Engineer Licensure Examination on September 2026. Its Adjustment Computations (Least Squares) section sits under a "Core" weighting, and Theory of Errors, Weights and Most Probable Value is the 1st chapter in the 5-chapter GELE Adjustment Computations (Least Squares) rotation. The GELE passing mark is 70% weighted average, no sub-test below 50%, and the most recent 2026 paper drew about a meaningful share of questions from Adjustment Computations (Least Squares).
Theory of Errors, Weights and Most Probable Value - Exam Answer Templates
Proper answer writing is the bridge between knowing the material and earning full marks in the PRC Geodetic Engineer Licensure Examination. Many examinees understand the concepts but lose marks because they omit key definitions, skip intermediate steps, or use informal language. These templates show you exactly how a perfect answer looks — the precise phrasing examiners reward, the logical structure for each mark level, and the common pitfalls that cost points. Study these templates until the answer format becomes second nature, because in a timed board exam, structure and precision are just as important as the correct numerical result.
Templates
Define a random error in surveying measurements. [1 mark]
Marks
1
Topic
Types of Errors
Difficulty
easy
Template Id
T1
Examiner Tip
The examiner expects at least two distinguishing traits (small magnitude AND normal distribution or sign-varying). One trait alone may not be sufficient for the full mark.
Model Answer
A random error is a small, unpredictable error that remains after blunders and systematic errors have been eliminated; it follows the normal (Gaussian) distribution, is equally likely to be positive or negative, and decreases in effect as the number of observations increases.
Question Type
very_short_answer
Answer Structure
- One sentence: correct definition with at least two distinguishing characteristics [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct identification that random errors are small, sign-varying (or normally distributed), and are the residual errors after blunders and systematic errors are removed.
Common Mark Deductions
- Describing random errors as 'mistakes' or confusing them with blunders — no mark awarded.
- Omitting that they follow the normal distribution — partial answer, examiner may still award the mark if another key characteristic is stated clearly.
- Vague answer such as 'errors due to human error' with no distinguishing detail.
Key Phrases To Include
- normal distribution
- equally likely positive or negative
- small and unpredictable
- remains after blunders and systematic errors are removed
What is the Most Probable Value (MPV) of a quantity obtained from equally-reliable direct observations? [1 mark]
Marks
1
Topic
Most Probable Value
Difficulty
easy
Template Id
T2
Examiner Tip
At 1-mark level, the single word 'arithmetic mean' paired with the formula is a complete, safe answer. Do not over-explain — time is limited.
Model Answer
The Most Probable Value (MPV) of a quantity from equally-reliable (equal-weight) direct observations is the arithmetic mean: x̄ = Σx / n, where n is the number of observations.
Question Type
very_short_answer
Answer Structure
- State that MPV equals the arithmetic mean [1 mark]
- Write the formula x̄ = Σx / n (optional but reinforces the mark)
Scoring Breakdown
Marks
1
Criteria
Correctly states that the MPV for equally-reliable direct observations is the arithmetic mean; formula is a plus but not strictly required at this mark level.
Common Mark Deductions
- Stating 'median' or 'mode' instead of arithmetic mean.
- Omitting the qualifier 'equally-reliable' — acceptable at 1-mark level but becomes critical in longer answers.
- Writing the weighted mean formula when the question specifies equal reliability.
Key Phrases To Include
- arithmetic mean
- equally-reliable
- x̄ = Σx / n
State the relationship between the weight of an observation and its standard deviation. [1 mark]
Marks
1
Topic
Weights
Difficulty
easy
Template Id
T3
Examiner Tip
This is a classic one-mark trap. The board exam frequently tests whether you know it is σ² (variance) not σ. Write 'w = 1/σ²' explicitly to secure the mark.
Model Answer
The weight of an observation is inversely proportional to its variance (square of the standard deviation): w = 1/σ². A more precise observation (smaller σ) thus carries a larger weight.
Question Type
very_short_answer
Answer Structure
- State the inverse proportionality to variance (not σ alone) [1 mark]
- Write the formula w = 1/σ²
Scoring Breakdown
Marks
1
Criteria
Correctly identifies that weight is inversely proportional to σ² (variance), not σ. The formula w = 1/σ² must be implied or written.
Common Mark Deductions
- Writing w ∝ 1/σ instead of 1/σ² — this is the most common single-mark error in this topic and earns zero marks.
- Stating 'directly proportional to standard deviation' — completely incorrect.
Key Phrases To Include
- inversely proportional to variance
- w = 1/σ²
- not 1/σ
Distinguish between a blunder and a systematic error. [2 marks]
Marks
2
Topic
Types of Errors
Difficulty
easy
Template Id
T4
Examiner Tip
Use parallel structure: one paragraph per error type with the same elements (definition → key characteristic → example). Examiners can then award marks item-by-item efficiently.
Model Answer
Blunder (Mistake): A gross error caused by carelessness, inexperience, or equipment malfunction (e.g., misreading a vernier, recording 50.10 m as 51.10 m). Blunders do not follow any statistical law and must be detected and eliminated before adjustment. Systematic Error: An error that follows a definite mathematical or physical law, has a consistent sign and magnitude under the same conditions (e.g., a tape that is 0.005 m too short always makes measured distances appear too long). Systematic errors can be modelled, calibrated, and corrected.
Question Type
short_answer
Answer Structure
- Define blunder with one characteristic and one example [1 mark]
- Define systematic error with one characteristic and one example [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct definition of blunder: gross, non-statistical, must be eliminated. One relevant surveying example included.
Marks
1
Criteria
Correct definition of systematic error: follows a law, consistent sign/magnitude, correctable by calibration. One relevant surveying example included.
Common Mark Deductions
- Confusing systematic errors with random errors (both have 'small' errors — wrong; systematic can be large).
- No examples given — examiner may still award the mark if the definition is precise, but examples make the answer safer.
- Stating systematic errors are 'unpredictable' — this is the definition of random errors.
Key Phrases To Include
- gross error
- carelessness
- must be eliminated
- definite mathematical or physical law
- consistent sign
- corrected by calibration
Five direct measurements of the same distance are: 125.32, 125.28, 125.35, 125.30, 125.25 metres. Find the Most Probable Value and the standard deviation of a single observation. [2 marks]
Marks
2
Topic
Most Probable Value and Standard Deviation
Difficulty
medium
Template Id
T5
Examiner Tip
Show residuals as a column table; it reduces arithmetic errors and makes the working easy for the examiner to check line-by-line.
Model Answer
Given: n = 5 observations x₁ = 125.32, x₂ = 125.28, x₃ = 125.35, x₄ = 125.30, x₅ = 125.25 m Step 1 — Most Probable Value (arithmetic mean): x̄ = Σx / n = (125.32 + 125.28 + 125.35 + 125.30 + 125.25) / 5 x̄ = 626.50 / 5 x̄ = 125.30 m Step 2 — Residuals v = x - x̄: v₁ = 125.32 − 125.30 = +0.02 v₂ = 125.28 − 125.30 = −0.02 v₃ = 125.35 − 125.30 = +0.05 v₄ = 125.30 − 125.30 = 0.00 v₅ = 125.25 − 125.30 = −0.05 Step 3 — Standard deviation of a single observation: Σv² = (0.02)² + (0.02)² + (0.05)² + (0.00)² + (0.05)² = 0.0004 + 0.0004 + 0.0025 + 0.0000 + 0.0025 = 0.0058 σ = √(Σv² / (n−1)) = √(0.0058 / 4) = √0.00145 = 0.0381 m Answer: MPV = 125.30 m; σ = 0.038 m (to nearest millimetre)
Question Type
numerical
Answer Structure
- State all given values [no separate mark, but establishes work]
- Compute x̄ = Σx/n correctly [1 mark]
- Compute residuals, Σv², and σ = √(Σv²/(n−1)) correctly [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct arithmetic mean x̄ = 125.30 m with working shown.
Marks
1
Criteria
Correct residuals, correct Σv², and correct application of σ = √(Σv²/(n−1)) giving approximately 0.038 m.
Common Mark Deductions
- Dividing Σv² by n instead of (n−1) — loses the second mark.
- Rounding x̄ prematurely, leading to incorrect residuals.
- Omitting the unit 'metres' from the final answers.
- Computing |v| instead of v² — leads to wrong σ.
Key Phrases To Include
- x̄ = Σx / n
- v = x − x̄
- σ = √(Σv² / (n−1))
- n−1 (not n)
In differential leveling, three independent routes from BM-1 to BM-2 have lengths of 3 km, 6 km, and 2 km. Assign relative weights to each route. [2 marks]
Marks
2
Topic
Weights in Leveling
Difficulty
easy
Template Id
T6
Examiner Tip
Always state the governing rule before substituting numbers. In this case, 'w ∝ 1/K' is a scorable statement, not just a tool for calculation.
Model Answer
Rule: For leveling, weight is inversely proportional to route length K, i.e., w ∝ 1/K. Compute weights (using the shortest route as reference): w₁ ∝ 1/3, w₂ ∝ 1/6, w₃ ∝ 1/2 Express as simple ratio (multiply each by 6, the LCM): w₁ : w₂ : w₃ = 2 : 1 : 3 Answer: The relative weights are Route 1 (3 km) = 2, Route 2 (6 km) = 1, Route 3 (2 km) = 3.
Question Type
short_answer
Answer Structure
- State the rule w ∝ 1/K for leveling [1 mark]
- Correctly compute and express relative weights [1 mark]
Scoring Breakdown
Marks
1
Criteria
Explicitly states that weight is inversely proportional to leveling distance (w ∝ 1/K).
Marks
1
Criteria
Correct relative weights: 2 : 1 : 3 (or any consistent equivalent ratio, e.g., 0.333 : 0.167 : 0.500).
Common Mark Deductions
- Using w ∝ K (directly proportional) — conceptual error, loses both marks.
- Computing correct numerical values but failing to state the rule — loses the first mark.
- Leaving weights as 0.333 : 0.167 : 0.5 without simplifying or verifying consistency — acceptable if examiner confirms equivalence, but ratio form is cleaner.
Key Phrases To Include
- w ∝ 1/K
- inversely proportional to distance
- shorter route has higher weight
Explain why it is standard practice to use (n−1) as the divisor instead of n when computing the standard deviation from a sample of observations. [2 marks]
Marks
2
Topic
Standard Deviation
Difficulty
medium
Template Id
T7
Examiner Tip
This is a conceptual question often ignored during review. Examiners reward the phrase 'degrees of freedom' — it demonstrates statistical maturity.
Model Answer
When only a sample of n observations is available, the true population mean μ is unknown and is estimated by the sample mean x̄. Because x̄ is computed from the same data, the residuals vᵢ = xᵢ − x̄ are not fully independent — they must satisfy the constraint Σv = 0, which effectively uses up one degree of freedom. Dividing by (n−1) corrects for this and produces an unbiased estimator of the population variance σ². This denominator (n−1) is called Bessel's correction.
Question Type
short_answer
Answer Structure
- Identify that using x̄ instead of the true mean μ reduces the degrees of freedom by one [1 mark]
- State that dividing by (n−1) gives an unbiased estimate of population variance (Bessel's correction) [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct explanation that the constraint Σv = 0 (or equivalently, that x̄ is estimated from the same data) removes one degree of freedom.
Marks
1
Criteria
Correct conclusion that (n−1) yields an unbiased estimator of population variance; reference to 'Bessel's correction' or 'degrees of freedom' is ideal.
Common Mark Deductions
- Simply stating 'because it is more accurate' without explaining degrees of freedom — too vague for marks.
- Confusing sample standard deviation with population standard deviation.
- Omitting the phrase 'unbiased' or its equivalent — the examiner looks for this specific concept.
Key Phrases To Include
- degrees of freedom
- Bessel's correction
- unbiased estimator
- constraint Σv = 0
- sample mean estimated from the data
A horizontal distance is measured three times with the following results and standard deviations. Find the weighted mean distance. [3 marks] Obs 1: 250.12 m, σ₁ = 0.04 m Obs 2: 250.18 m, σ₂ = 0.02 m Obs 3: 250.10 m, σ₃ = 0.02 m
Marks
3
Topic
Weighted Mean
Difficulty
medium
Template Id
T8
Examiner Tip
Notice that Obs 2 and 3 have the same σ (same weight = 2500), each four times the weight of Obs 1 (weight = 625). The answer should therefore lie closer to the average of 250.18 and 250.10 than to 250.12 — use this as a sanity check.
Model Answer
Given: x₁ = 250.12 m, σ₁ = 0.04 m x₂ = 250.18 m, σ₂ = 0.02 m x₃ = 250.10 m, σ₃ = 0.02 m Step 1 — Compute weights (w = 1/σ²): w₁ = 1/(0.04)² = 1/0.0016 = 625 w₂ = 1/(0.02)² = 1/0.0004 = 2500 w₃ = 1/(0.02)² = 1/0.0004 = 2500 Step 2 — Compute weighted products (wx): w₁x₁ = 625 × 250.12 = 156,325.00 w₂x₂ = 2500 × 250.18 = 625,450.00 w₃x₃ = 2500 × 250.10 = 625,250.00 Step 3 — Weighted mean: Σw = 625 + 2500 + 2500 = 5625 Σwx = 156,325.00 + 625,450.00 + 625,250.00 = 1,407,025.00 x̄_w = Σwx / Σw = 1,407,025.00 / 5625 = 250.138 m Answer: The weighted mean distance is 250.138 m ≈ 250.14 m.
Question Type
numerical
Answer Structure
- List all given values [setup, no mark]
- Correctly compute each weight w = 1/σ² [1 mark]
- Correctly compute each weighted product wx [1 mark]
- Correctly compute x̄_w = Σwx / Σw with correct answer and unit [1 mark]
Scoring Breakdown
Marks
1
Criteria
All three weights correctly computed: w₁ = 625, w₂ = 2500, w₃ = 2500.
Marks
1
Criteria
Weighted products correctly computed and summed: Σwx = 1,407,025 and Σw = 5625.
Marks
1
Criteria
Correct weighted mean x̄_w = 250.138 m (or 250.14 m to nearest mm), with unit stated.
Common Mark Deductions
- Computing w = 1/σ instead of 1/σ² — loses the first mark and cascades errors to subsequent steps.
- Arithmetic errors in wx products — loses the second mark.
- Rounding Σwx prematurely — leads to incorrect final answer.
- Omitting the unit from the final answer.
Key Phrases To Include
- w = 1/σ²
- x̄_w = Σwx / Σw
- weighted mean
- metres
Define probable error of a single observation and express it in terms of the standard deviation σ. [2 marks]
Marks
2
Topic
Probable Error
Difficulty
medium
Template Id
T9
Examiner Tip
Memorise the coefficient 0.6745 exactly — it appears directly in board exam MCQ options and any deviation will select the wrong answer.
Model Answer
The probable error of a single observation (PE) is the value of error such that exactly 50% of all errors in a normally distributed set are numerically less than PE in absolute value. It defines the error band within which half the observations are expected to fall. Relationship to standard deviation: PE = 0.6745σ For the mean: PE_mean = 0.6745 × (σ/√n)
Question Type
short_answer
Answer Structure
- Define probable error as the 50th-percentile error band [1 mark]
- State PE = 0.6745σ and optionally the mean form [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct definition: probable error is the error magnitude below which 50% of all random errors fall.
Marks
1
Criteria
Correct formula PE = 0.6745σ (the coefficient 0.6745 must appear).
Common Mark Deductions
- Stating PE = 0.6745/σ (inverted) — wrong formula.
- Describing PE as 'the average error' — incorrect; it is a percentile concept.
- Using a coefficient other than 0.6745 (some students write 0.6745σ² — wrong).
Key Phrases To Include
- 50% of all errors
- PE = 0.6745σ
- normal distribution
- probable error of the mean = 0.6745σ/√n
A line is measured four times independently, yielding a single-observation standard deviation of σ = 0.030 m. (a) Find the standard deviation of the mean. (b) How many total measurements would be needed to achieve a standard deviation of the mean of 0.010 m? [3 marks]
Marks
3
Topic
Standard Deviation of the Mean
Difficulty
medium
Template Id
T10
Examiner Tip
Part (b) is a classic board exam question on the limitation of averaging: to halve σ_x̄, you need four times the observations, not twice. Always square the ratio.
Model Answer
Given: n = 4, σ = 0.030 m Part (a) — Standard deviation of the mean: σ_x̄ = σ / √n = 0.030 / √4 = 0.030 / 2 = 0.015 m Part (b) — Required number of observations for σ_x̄ = 0.010 m: σ_x̄ = σ / √n → √n = σ / σ_x̄ = 0.030 / 0.010 = 3 n = 3² = 9 observations Answer: (a) σ_x̄ = 0.015 m (b) n = 9 total measurements are required.
Question Type
numerical
Answer Structure
- Correctly apply σ_x̄ = σ/√n for Part (a) [1 mark]
- Obtain σ_x̄ = 0.015 m with unit [1 mark]
- Rearrange formula and solve for n = 9 in Part (b) [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct formula σ_x̄ = σ/√n written and applied.
Marks
1
Criteria
Correct answer for Part (a): σ_x̄ = 0.015 m.
Marks
1
Criteria
Correct algebraic rearrangement and answer for Part (b): n = 9 observations.
Common Mark Deductions
- Dividing σ by n (not √n) — formula error, loses Part (a) mark.
- In Part (b), solving for √n = 3 then writing n = 3 instead of n = 9 — algebraic error loses the third mark.
- Forgetting that precision improves as √n: some students write n = 3 (tripling the measurements) instead of n = 9.
Key Phrases To Include
- σ_x̄ = σ/√n
- standard deviation of the mean
- n = 9
- improves as √n not n
Three level routes from BM-A to BM-B yield the following elevation differences and route lengths: Route 1: ΔH = 15.232 m, K = 4 km Route 2: ΔH = 15.218 m, K = 2 km Route 3: ΔH = 15.225 m, K = 5 km Determine the most probable elevation difference using the weighted mean. [3 marks]
Marks
3
Topic
Weighted Mean in Leveling
Difficulty
medium
Template Id
T11
Examiner Tip
Notice that Route 2 (shortest, K = 2 km) has the highest weight (0.50) and pulls the weighted mean (15.223) closest to its value (15.218) compared to the simple mean (15.225). Use this check to validate your answer direction.
Model Answer
Given: ΔH₁ = 15.232 m, K₁ = 4 km → w₁ = 1/K₁ = 1/4 = 0.25 ΔH₂ = 15.218 m, K₂ = 2 km → w₂ = 1/K₂ = 1/2 = 0.50 ΔH₃ = 15.225 m, K₃ = 5 km → w₃ = 1/K₃ = 1/5 = 0.20 Rule applied: For differential leveling, w ∝ 1/K Weighted products: w₁ΔH₁ = 0.25 × 15.232 = 3.8080 w₂ΔH₂ = 0.50 × 15.218 = 7.6090 w₃ΔH₃ = 0.20 × 15.225 = 3.0450 Sums: Σw = 0.25 + 0.50 + 0.20 = 0.95 ΣwΔH = 3.8080 + 7.6090 + 3.0450 = 14.4620 Weighted mean: ΔH_w = ΣwΔH / Σw = 14.4620 / 0.95 = 15.223 m Answer: The most probable elevation difference is ΔH = 15.223 m.
Question Type
numerical
Answer Structure
- State the rule w ∝ 1/K and compute each weight [1 mark]
- Compute weighted products wΔH and their sums [1 mark]
- Apply weighted mean formula and state answer with unit [1 mark]
Scoring Breakdown
Marks
1
Criteria
Rule w ∝ 1/K stated; correct weights: w₁ = 0.25, w₂ = 0.50, w₃ = 0.20.
Marks
1
Criteria
Correct weighted products and correct sums Σw = 0.95 and ΣwΔH = 14.462.
Marks
1
Criteria
Correct answer ΔH_w = 15.223 m with unit stated.
Common Mark Deductions
- Using w ∝ K (direct proportion) — all subsequent values are wrong, loses all marks.
- Arithmetic error in the division 14.462/0.95 — carry more decimal places to avoid.
- Treating all three routes as equally reliable (simple arithmetic mean) — conceptual error.
Key Phrases To Include
- w ∝ 1/K for leveling
- weighted mean
- ΔH_w = ΣwΔH / Σw
- shorter route has higher weight
Discuss the theory of errors as the foundation of adjustment computations in geodetic surveying. In your answer, classify the three types of errors, explain which type is handled by least squares adjustment, define the Most Probable Value, and state the principle of least squares. [5 marks]
Marks
5
Topic
Theory of Errors and Least Squares
Difficulty
hard
Template Id
T12
Examiner Tip
A 5-mark long-answer should fill at least one full exam page with four clear, numbered or headed sections. Use section headings (1. Types, 2. MPV, 3. Least Squares, 4. Conclusion) so the examiner can award marks section-by-section without hunting through a wall of text.
Model Answer
THEORY OF ERRORS IN GEODETIC SURVEYING 1. Classification of Errors Surveying observations are never perfectly accurate. Errors are classified into three types: (a) Blunders (Mistakes) — Gross errors caused by carelessness, incompetence, or equipment failure. Examples: misreading a rod, booking 52.10 m instead of 25.10 m. Blunders have no statistical law and must be detected (by independent checks or gross-error tests) and eliminated before any adjustment is performed. (b) Systematic Errors — Errors that follow a definite mathematical or physical law and have a consistent sign and magnitude. Examples: a steel tape that is 5 mm too short, atmospheric refraction in trigonometric leveling. Systematic errors are corrected by calibration, applying correction formulas, or improving field procedures. (c) Random Errors — Small, residual errors that remain after blunders and systematic errors are removed. They are equally likely to be positive or negative, are normally (Gaussian) distributed, and their magnitude decreases statistically as the number of observations increases. Random errors are the subject of adjustment computations. 2. Most Probable Value (MPV) The MPV is the value of an unknown that is most likely to be the true value, given the available observations. For n equally-reliable direct observations, the MPV is the arithmetic mean: x̄ = Σxᵢ / n For observations of unequal reliability (different weights), the MPV is the weighted mean: x̄_w = Σwᵢxᵢ / Σwᵢ where wᵢ = 1/σᵢ² Residuals are defined as vᵢ = xᵢ − x̄. Note that Σvᵢ = 0 for equally-weighted observations, which serves as an arithmetic check. 3. Principle of Least Squares The method of least squares (introduced by Gauss and Legendre) states that the Most Probable Value of an observed quantity is that value for which the sum of the squares of the residuals is a minimum: Σvᵢ² = Σ(xᵢ − x̄)² = minimum For weighted observations: Σwᵢvᵢ² = minimum. This principle is the theoretical basis for all rigorous geodetic adjustment, including the processing of GNSS baselines on the PRS92 reference frame and the adjustment of PPCS/UTM survey networks. 4. Conclusion Adjustment computations are applicable only after blunders are eliminated and systematic errors are corrected. The remaining random errors are then distributed optimally among the redundant observations by the least squares principle, yielding the MPV of each unknown with a quantifiable precision measure (standard deviation).
Question Type
long_answer
Answer Structure
- Classify and define all three error types with examples [2 marks — 1 for blunders/systematic, 1 for random]
- Define MPV with the arithmetic mean formula for equal weights and weighted mean for unequal weights [1 mark]
- State the principle of least squares: Σv² = minimum (and weighted form) [1 mark]
- Correct use of professional terminology and logical organisation throughout [1 mark]
Scoring Breakdown
Marks
2
Criteria
All three error types correctly classified with distinguishing characteristics and at least one surveying example each. Partial: 1 mark if only two types defined correctly.
Marks
1
Criteria
MPV correctly defined with both the arithmetic mean formula (equal weights) and the weighted mean formula with w = 1/σ².
Marks
1
Criteria
Least squares principle correctly stated as Σv² = minimum; weighted form Σwv² = minimum is a bonus.
Marks
1
Criteria
Logical structure, professional language, correct use of notation (x̄, vᵢ, wᵢ, σ), and cohesive conclusion connecting the theory to practice.
Common Mark Deductions
- Omitting the random error discussion or treating it identically to systematic error — loses 1 mark.
- Writing the wrong MPV formula (e.g., median) — loses the MPV mark.
- Defining least squares as 'Σv = minimum' instead of 'Σv² = minimum' — loses the principle mark.
- No examples for any error type — examiner may deduct a mark for insufficient illustration.
- Writing in bullet points without any explanatory sentences — for a 5-mark question, full-sentence prose is expected.
Key Phrases To Include
- blunders must be eliminated
- systematic errors corrected by calibration
- random errors — normally distributed
- MPV — arithmetic mean for equal weights
- MPV — weighted mean for unequal weights
- w = 1/σ²
- Σv² = minimum (principle of least squares)
- Σwv² = minimum
A survey crew measured the same angle five times. The results are 45°12'20", 45°12'24", 45°12'18", 45°12'22", and 45°12'16". Find: (a) the MPV of the angle, (b) the standard deviation of a single observation, (c) the standard deviation of the mean, and (d) the probable error of the mean. [5 marks]
Marks
5
Topic
Standard Deviation, Standard Error of the Mean, and Probable Error
Difficulty
hard
Template Id
T13
Examiner Tip
Always work in the most convenient unit (seconds here, not the full DMS angle). Convert to the full angle only at the final answer step. This reduces arithmetic errors and saves time.
Model Answer
Given: n = 5 angle measurements (convert seconds for computation) For convenience, let x represent the seconds part; the degrees-minutes portion is constant at 45°12'. x₁ = 20", x₂ = 24", x₃ = 18", x₄ = 22", x₅ = 16" Step 1 — MPV (arithmetic mean): x̄ = Σx / n = (20 + 24 + 18 + 22 + 16) / 5 = 100 / 5 = 20" MPV = 45°12'20" Step 2 — Residuals v = x − x̄: v₁ = 20 − 20 = 0" v₂ = 24 − 20 = +4" v₃ = 18 − 20 = −2" v₄ = 22 − 20 = +2" v₅ = 16 − 20 = −4" Check: Σv = 0 + 4 − 2 + 2 − 4 = 0 ✓ Step 3 — Σv²: Σv² = 0² + 4² + (−2)² + 2² + (−4)² = 0 + 16 + 4 + 4 + 16 = 40 Step 4 — Standard deviation of a single observation: σ = √(Σv² / (n−1)) = √(40 / 4) = √10 = 3.162" Step 5 — Standard deviation of the mean: σ_x̄ = σ / √n = 3.162 / √5 = 3.162 / 2.236 = 1.414" Step 6 — Probable error of the mean: PE_mean = 0.6745 × σ_x̄ = 0.6745 × 1.414 = 0.954" Final Answers: (a) MPV = 45°12'20" (b) σ = 3.16" (standard deviation, single observation) (c) σ_x̄ = 1.41" (standard deviation of the mean) (d) PE_mean = 0.95" (probable error of the mean)
Question Type
numerical
Answer Structure
- Compute MPV = 45°12'20" correctly [1 mark]
- Correct residuals with Σv = 0 check and correct Σv² = 40 [1 mark]
- Correct σ = √(Σv²/(n−1)) = 3.16" [1 mark]
- Correct σ_x̄ = σ/√n = 1.41" [1 mark]
- Correct PE_mean = 0.6745 × σ_x̄ = 0.95" [1 mark]
Scoring Breakdown
Marks
1
Criteria
MPV = 45°12'20" correctly computed.
Marks
1
Criteria
All residuals correct, Σv = 0 check shown, and Σv² = 40 correctly computed.
Marks
1
Criteria
σ = 3.162" using divisor (n−1) = 4.
Marks
1
Criteria
σ_x̄ = 1.414" correctly using σ/√n.
Marks
1
Criteria
PE_mean = 0.954" using the coefficient 0.6745 × σ_x̄.
Common Mark Deductions
- Not showing the Σv = 0 check — minor deduction in some marking schemes.
- Using n = 5 instead of (n−1) = 4 in the σ formula — loses the σ mark.
- Computing PE_mean = 0.6745 × σ (not σ_x̄) — loses the PE mark.
- Rounding σ too early and propagating a rounding error to σ_x̄ and PE_mean.
- Forgetting to attach arcsecond (") units to all final answers.
Key Phrases To Include
- MPV = arithmetic mean
- v = x − x̄
- Σv = 0 (check)
- σ = √(Σv²/(n−1))
- σ_x̄ = σ/√n
- PE_mean = 0.6745 × σ_x̄
What is the difference between the standard deviation of an observation (σ) and the standard deviation of the mean (σ_x̄)? Why is σ_x̄ always smaller than σ? [2 marks]
Marks
2
Topic
Standard Deviation and Standard Error
Difficulty
easy
Template Id
T14
Examiner Tip
Illustrate the answer with a brief numerical example if space allows (e.g., 'If σ = 0.04 m and n = 4, then σ_x̄ = 0.02 m'). This demonstrates understanding beyond formula recall.
Model Answer
σ (standard deviation of a single observation) measures the spread or precision of individual measurements around the mean. It quantifies how much any single observation may deviate from the true value. σ_x̄ (standard deviation of the mean) measures the precision of the mean value itself. It is given by σ_x̄ = σ/√n. σ_x̄ is always smaller than σ because averaging n observations reduces the random scatter: extreme values in either direction tend to cancel each other out, making the mean a more stable and precise estimator than any single observation. The improvement is proportional to √n.
Question Type
short_answer
Answer Structure
- Define σ (single observation spread) and σ_x̄ (precision of the mean) [1 mark]
- Explain why σ_x̄ < σ using the formula σ_x̄ = σ/√n and the statistical reasoning [1 mark]
Scoring Breakdown
Marks
1
Criteria
Both σ and σ_x̄ correctly defined with the formula σ_x̄ = σ/√n.
Marks
1
Criteria
Correct physical/statistical explanation: averaging cancels extreme values; improvement scales as √n, not n.
Common Mark Deductions
- Stating σ_x̄ = σ/n — wrong formula, loses the first mark.
- Saying only 'because we take more measurements' without explaining the √n relationship.
- Confusing variance with standard deviation.
Key Phrases To Include
- precision of individual observations
- precision of the mean
- σ_x̄ = σ/√n
- random errors tend to cancel
- improves as √n
Explain with a practical surveying example how weights are assigned when observations are measured a different number of times (e.g., one distance measured 4 times and another measured 1 time). [3 marks]
Marks
3
Topic
Weights Proportional to Number of Observations
Difficulty
medium
Template Id
T15
Examiner Tip
This question rewards examinees who understand where the rules come from. Write the two-step derivation (σ_x̄ = σ/√n, then w = 1/σ_x̄² = n/σ²) explicitly — this is what separates a 3-mark answer from a 1-mark answer.
Model Answer
Principle: When the same instrument and field conditions are used, the standard deviation of the mean of n observations is σ_x̄ = σ/√n. The weight of the mean is inversely proportional to its variance: w ∝ 1/σ_x̄² = n/σ² For equal field precision (same σ per observation), weight is directly proportional to the number of observations: w ∝ n Practical Example: A closed traverse has Side AB measured 4 times (σ_per obs = 5 mm) and Side BC measured only once (σ_per obs = 5 mm). Side AB: σ_x̄ = 5/√4 = 2.5 mm → w_AB = 1/(2.5)² = 1/6.25 = 0.16 (or relative weight = 4) Side BC: σ_x̄ = 5/√1 = 5.0 mm → w_BC = 1/(5.0)² = 1/25 = 0.04 (or relative weight = 1) Relative weights: w_AB : w_BC = 4 : 1 Conclusion: The mean of 4 repeated measurements of AB carries four times the weight of the single measurement of BC, because its mean is twice as precise (σ_x̄ reduced by √4 = 2), and weight scales as 1/σ², hence 2² = 4.
Question Type
short_answer
Answer Structure
- State the principle: w ∝ n when σ per observation is constant [1 mark]
- Derive or state the relationship through σ_x̄ = σ/√n and w = 1/σ_x̄² [1 mark]
- Apply to a concrete numerical example showing correct weight ratio [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correctly states w ∝ n for equal per-observation precision.
Marks
1
Criteria
Shows derivation path: σ_x̄ = σ/√n → w = 1/σ_x̄² = n/σ², explaining why weight is proportional to n.
Marks
1
Criteria
Correct numerical example giving weight ratio 4:1 for n = 4 vs n = 1.
Common Mark Deductions
- Stating w ∝ √n instead of w ∝ n — incorrect, loses the principle mark.
- Not showing the derivation through σ_x̄ — the rule w ∝ n seems arbitrary without it.
- Using a vague example without actual numbers — loses the third mark.
Key Phrases To Include
- w ∝ n for equal per-observation precision
- σ_x̄ = σ/√n
- w = 1/σ_x̄²
- weight ratio 4:1
Mark Wise Strategy
Dos
- Write the exact technical term or formula in the first line
- Include the unit if the answer is a quantity
- Use standard geodetic notation (σ, x̄, v, w)
- Answer directly — no introductory phrases like 'In my opinion...'
Donts
- Do not write more than 2–3 lines; over-answering wastes time
- Do not use informal or non-technical language
- Do not leave the formula without a brief label (e.g., 'where σ is the standard deviation')
- Do not confuse key formulas (e.g., w = 1/σ vs. w = 1/σ²)
Marks
1
Strategy
Deliver a single, precise, technically correct sentence. State the definition or the formula immediately — no preamble. If a formula is the answer (e.g., w = 1/σ²), write it prominently with a one-line explanation. Do not waste time on examples or derivations.
Expected Length
1–2 lines or one formula with a brief statement
Time Allocation
1–2 minutes
Dos
- Use parallel structure for 'distinguish between' questions (Part A / Part B)
- Show the formula before substituting numbers
- Verify arithmetic with a quick check (e.g., Σv = 0)
- Label each part clearly if the question has sub-parts (a) and (b)
Donts
- Do not merge two concepts into one long run-on paragraph — the examiner cannot award marks item-by-item
- Do not skip the formula and go straight to numbers — loses the method mark
- Do not round intermediate values prematurely
- Do not omit units from any numerical answer
Marks
2
Strategy
For conceptual questions: definition + one distinguishing characteristic + one brief example. For numerical questions: write formula, substitute, compute, state answer with unit. Structure your answer so each mark is visibly distinct — the examiner should be able to point to exactly where each mark is earned.
Expected Length
3–6 lines; one short paragraph or two clearly separated parts
Time Allocation
3–5 minutes
Dos
- Use numbered steps (Step 1, Step 2, Step 3) for calculations
- State every formula before using it
- Show intermediate results (e.g., Σw, Σwx separately before dividing)
- Include a brief interpretive sentence after the final numerical answer (e.g., 'The shorter route carries the highest weight, as expected')
Donts
- Do not attempt to write a wall of undifferentiated text — the examiner cannot award 3 discrete marks from it
- Do not skip the 'why' — 3-mark questions almost always reward the principle, not just the answer
- Do not leave Σv = 0 unchecked when computing residuals
- Do not write 'see computation above' without repeating the final result clearly
Marks
3
Strategy
Treat a 3-mark question as three 1-mark items — identify what each mark rewards and address it explicitly. For multi-part numericals (a, b, c), solve each part under a clear label. For conceptual questions, state the rule, derive or justify it, then apply it to an example. Always state the governing rule or formula before substituting.
Expected Length
Half a page; numbered steps for numerical, headed paragraphs for conceptual
Time Allocation
6–8 minutes
Dos
- Start with a brief opening sentence that directly addresses the question
- Use numbered or headed sections so the examiner can award marks section-by-section
- Write all formulas in proper notation (not shorthand)
- Include a conclusion that connects the mathematical result to geodetic practice
- Check all arithmetic and verify using qualitative reasoning (e.g., 'the answer should be closer to the high-weight observation')
Donts
- Do not start writing immediately without a plan — disorganised 5-mark answers frequently earn 2–3 marks despite correct content
- Do not use bullet points exclusively — full-sentence explanations are expected at this mark level
- Do not omit the principle of least squares if it is relevant — this is the highest-value theoretical statement in this chapter
- Do not spend more than 15 minutes on any single 5-mark question in the board exam
Marks
5
Strategy
A 5-mark question is a mini-essay or a multi-step complex numerical. Plan your answer before writing: outline 4–5 sections that map to the 5 marks. Use section headings (1. Definition, 2. Formula, 3. Derivation, 4. Application, 5. Conclusion). Write in complete, professional engineering English. For complex numericals, tabulate intermediate results to minimise arithmetic errors and make step-by-step evaluation easy.
Expected Length
Full page; 4–5 clearly headed sections with complete sentences and equations
Time Allocation
12–15 minutes
General Answer Writing Tips
- Always begin concept-based questions with a crisp, one-sentence definition that uses the exact technical term — examiners award the first mark for the correct definition before looking at anything else.
- For numerical problems, write the given data, the governing formula, the substitution with units, and the final boxed answer in that exact sequence — any missing step risks losing a process mark even if the final answer is correct.
- State units explicitly at every step; an answer of '100.044' earns no credit if the unit 'metres' is absent when it is required.
- Use the notation standard to geodetic engineering: σ for standard deviation, σ² for variance, w for weight, v for residual, and x̄ for the arithmetic mean — informal shorthand confuses examiners and signals lack of professional preparation.
- In weighted-mean problems, always show the computation of each weight w = 1/σ² in a separate numbered line before computing Σwx and Σw — this earns partial credit even if you make an arithmetic error later.
- When a question asks you to 'classify' or 'distinguish', use a parallel two-column format or clearly labelled paragraphs (Blunders / Systematic / Random) so the examiner can award marks item by item.
- For leveling-weight problems, explicitly state the rule w ∝ 1/K before substituting distances — the rule statement itself is a scorable item in 3-mark and 5-mark questions.
- Reserve the last 30 seconds of your answer for a brief concluding sentence that restates the final result in context (e.g., 'The most probable value of the distance is 100.044 m, carried to millimetre precision consistent with first-order survey standards') — this signals completeness to the examiner.
Ready to practise for the GELE 2026?
Super Tutor's AI review plan adapts to your weak areas and builds a weekly practice schedule around your target GELE exam date.