GELE Adjustment Computations (Least Squares) — Condition Equations and Figure AdjustmentExam Answer Templates
Exam answer templates for Condition Equations and Figure Adjustment in GELE Adjustment Computations (Least Squares). These are the response frameworks that consistently earn full marks on Professional Regulation Commission (PRC) — Board of Geodetic Engineering's questions. Each template is tuned to a specific question type — learn them all and your GELE 2026 performance will reflect it.
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 Condition Equations and Figure Adjustment is the 3rd 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).
Condition Equations and Figure Adjustment - Exam Answer Templates
Proper answer writing is the bridge between knowing the material and earning full marks in the PRC Geodetic Engineer Licensure Examination. In Adjustment Computations, examiners reward structured, formula-driven answers that show clear logical flow: state the condition, compute the misclosure, apply the correction formula, and state the adjusted values. A student who understands the concept but writes a disorganized answer will consistently lose 1–2 marks per question. These templates show you the exact format, key phrases, and step-by-step structure that earn maximum marks — from quick 1-mark definitions to fully worked 5-mark numerical problems on triangle and horizon condition adjustments.
Templates
Define a condition equation as used in geodetic figure adjustment.
Marks
1
Topic
Condition Equations — Definition
Difficulty
easy
Template Id
T1
Examiner Tip
One crisp sentence with 'adjusted observations', 'exactly', and one example earns full mark. Do not over-explain.
Model Answer
A condition equation is a mathematical relationship that the adjusted observations in a geodetic figure must satisfy exactly, expressing a known geometric constraint such as the sum of angles in a plane triangle equalling 180°.
Question Type
very_short_answer
Answer Structure
- One sentence: define condition equation with the key phrase 'must satisfy exactly' and cite one geometric example [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct statement that a condition equation expresses a geometric constraint the adjusted observations must satisfy exactly, with at least one valid example (triangle, horizon, or loop closure).
Common Mark Deductions
- Writing 'observed observations' instead of 'adjusted observations' — the condition applies to the adjusted, not raw, values.
- Omitting any example of a geometric condition — examiners expect at least one instance.
- Confusing condition equation with observation equation.
Key Phrases To Include
- adjusted observations
- must satisfy exactly
- geometric constraint
- known relationship
What is misclosure in the context of condition equations?
Marks
1
Topic
Condition Equations — Misclosure
Difficulty
easy
Template Id
T2
Examiner Tip
The formula is the mark-earner here. Write it explicitly even if you explain it in words.
Model Answer
Misclosure is the amount by which the sum of the raw (unadjusted) observations violates the required geometric condition. It is computed as: misclosure = Σ(observed) − required total.
Question Type
very_short_answer
Answer Structure
- One sentence: define misclosure as the violation of the geometric condition [0.5 mark]
- One formula: misclosure = Σ(observed) − required total [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct definition stating the difference between the sum of observed values and the required total, with the formula written explicitly.
Common Mark Deductions
- Writing the formula with the wrong sign (required total − observed) without defining the sign convention.
- Omitting the formula — definition alone scores only partial credit.
Key Phrases To Include
- misclosure
- violation
- Σ(observed) − required total
- unadjusted observations
State the correction formula for equally-weighted observations in a condition adjustment.
Marks
1
Topic
Equal Distribution — Correction Formula
Difficulty
easy
Template Id
T3
Examiner Tip
The negative sign is everything in this formula. Box it or underline it in your answer.
Model Answer
For n equally-weighted observations, the correction applied to each observation is: c = −misclosure / n. The correction is equal in magnitude for all observations and opposite in sign to the misclosure.
Question Type
very_short_answer
Answer Structure
- Formula: c = −misclosure / n [0.5 mark]
- Statement: correction is opposite in sign to the misclosure [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct formula c = −misclosure / n with explicit note that the sign is opposite to the misclosure.
Common Mark Deductions
- Omitting the negative sign — this is the most common error and always results in mark deduction.
- Writing c = misclosure / n without the negative sign.
Key Phrases To Include
- c = −misclosure / n
- equal weights
- opposite in sign
- distributed equally
Differentiate between a plane triangle condition and a spherical triangle condition in figure adjustment.
Marks
2
Topic
Plane vs. Spherical Triangle Condition
Difficulty
medium
Template Id
T4
Examiner Tip
The phrase '180° + ε' written clearly earns you the key mark. Examiners specifically look for this in any spherical triangle question.
Model Answer
Plane triangle condition: The sum of the three interior angles of a plane triangle must equal exactly 180°00'00''. Required total = 180°. Spherical triangle condition: Because the triangle is on a curved surface, the sum of the three interior angles must equal 180° plus the spherical excess (ε), where ε = area of triangle / R². Required total = 180° + ε. The spherical excess ε is significant for large triangles (sides > 10 km) as encountered in first-order geodetic triangulation in the Philippines under PRS92.
Question Type
short_answer
Answer Structure
- Point 1: State plane triangle required total = 180° [0.5 mark]
- Point 2: State spherical triangle required total = 180° + ε [0.5 mark]
- Point 3: Define spherical excess ε [0.5 mark]
- Point 4: Note when spherical excess is significant (large triangles / geodetic work) [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct required totals for both plane (180°) and spherical (180° + ε) conditions.
Marks
1
Criteria
Correct definition of spherical excess and statement of when it is applicable in geodetic practice.
Common Mark Deductions
- Using 180° as the required total for a spherical triangle — this loses 1 mark immediately.
- Failing to define ε or explain when it matters.
- Confusing spherical excess with angular misclosure.
Key Phrases To Include
- required total = 180°
- spherical excess ε
- 180° + ε
- curved surface
- geodetic triangulation
Three angles around a survey station are observed as 119°59'54'', 120°00'10'', and 120°00'02''. Adjust them using the equal-weight condition equation method.
Marks
2
Topic
Horizon Condition Adjustment
Difficulty
medium
Template Id
T5
Examiner Tip
Always write the CHECK line. Even if your adjusted values are wrong, a correct verification attempt shows methodology and can earn partial credit.
Model Answer
Given: A₁ = 119°59'54'', A₂ = 120°00'10'', A₃ = 120°00'02'' Condition: Horizon condition — angles around a point must sum to 360°00'00'' Required total = 360°00'00'' Step 1 — Compute misclosure: Σ(observed) = 119°59'54'' + 120°00'10'' + 120°00'02'' = 360°00'06'' Misclosure = 360°00'06'' − 360°00'00'' = +6'' Step 2 — Compute correction (equal weights, n = 3): c = −misclosure / n = −6'' / 3 = −2'' per angle Step 3 — Apply corrections: A₁ (adjusted) = 119°59'54'' + (−2'') = 119°59'52'' A₂ (adjusted) = 120°00'10'' + (−2'') = 120°00'08'' A₃ (adjusted) = 120°00'02'' + (−2'') = 120°00'00'' CHECK: 119°59'52'' + 120°00'08'' + 120°00'00'' = 360°00'00'' ✓
Question Type
numerical
Answer Structure
- Line 1: Identify condition type (horizon, required total = 360°) [0 mark — setup]
- Line 2: Compute Σ(observed) and misclosure [0.5 mark]
- Line 3: Apply correction formula c = −misclosure/n [0.5 mark]
- Line 4: State all three adjusted angles [0.5 mark]
- Line 5: Verification check [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct misclosure computation (+6'') and correct correction formula giving −2'' per angle.
Marks
1
Criteria
All three adjusted angles stated correctly and verification check confirming sum = 360°00'00''.
Common Mark Deductions
- Adding +2'' instead of −2'' (wrong sign of correction).
- Omitting the verification check — loses 0.5 mark.
- Arithmetic error in summing DMS angles — convert carefully.
Key Phrases To Include
- horizon condition
- required total = 360°00'00''
- misclosure = +6''
- c = −2'' per angle
- CHECK: Σadjusted = 360°00'00'' ✓
The angles of a plane triangle are measured as follows: A = 58°20'30'', B = 61°40'18'', C = 60°00'06''. Using the condition equation method with equal weights, determine the correction per angle and the adjusted angles.
Marks
3
Topic
Triangle Angle Condition — Equal Weights
Difficulty
medium
Template Id
T6
Examiner Tip
DMS arithmetic is the most common error source. Write it out column by column: degrees, minutes, seconds — then carry over. Never rush this step.
Model Answer
Given: A = 58°20'30'', B = 61°40'18'', C = 60°00'06'' Condition: Plane triangle — Σangles = 180°00'00'' Step 1 — Compute Σ(observed): A + B + C = 58°20'30'' + 61°40'18'' + 60°00'06'' = (58+61+60)° + (20+40+00)' + (30+18+06)'' = 179° + 60' + 54'' = 179°60'54'' = 180°00'54'' Step 2 — Compute misclosure: Misclosure = 180°00'54'' − 180°00'00'' = +54'' Step 3 — Correction formula (equal weights, n = 3): c = −misclosure / n = −54'' / 3 = −18'' per angle Step 4 — Apply corrections: A (adjusted) = 58°20'30'' − 18'' = 58°20'12'' B (adjusted) = 61°40'18'' − 18'' = 61°40'00'' C (adjusted) = 60°00'06'' − 18'' = 59°59'48'' Step 5 — Verification: 58°20'12'' + 61°40'00'' + 59°59'48'' = 180°00'00'' ✓
Question Type
numerical
Answer Structure
- Step 1: Sum the observed angles correctly in DMS [0.5 mark]
- Step 2: Compute misclosure = +54'' [0.5 mark]
- Step 3: State and apply correction formula c = −18'' [0.5 mark]
- Step 4: State all three adjusted angles correctly [1 mark]
- Step 5: Verification check confirming 180°00'00'' [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct summation of DMS angles and correct misclosure of +54''.
Marks
1
Criteria
Correct application of c = −misclosure/n yielding −18'' per angle.
Marks
1
Criteria
All three adjusted angles correctly stated with verification check.
Common Mark Deductions
- Incorrect DMS addition — not carrying minutes to degrees properly (60' = 1°).
- Applying correction with wrong sign (adding instead of subtracting).
- Skipping the verification step.
- Not stating the condition equation at the beginning.
Key Phrases To Include
- plane triangle condition
- Σangles = 180°00'00''
- misclosure = +54''
- c = −18'' per angle
- verification ✓
Explain the principle of weighted distribution in condition equation adjustment. How are corrections distributed when observations have unequal reliability?
Marks
3
Topic
Weighted Distribution
Difficulty
medium
Template Id
T7
Examiner Tip
The phrase 'weaker observations receive more correction' is a guaranteed mark-earner. Write it explicitly and early in your answer.
Model Answer
Principle of Weighted Distribution: When observations have unequal reliability, the misclosure is distributed in proportion to the relative variance (or inversely proportional to weight) of each observation — weaker observations (higher variance, lower weight) receive a larger share of the correction. Formulation: Let the total misclosure = W. For n observations with weights w₁, w₂, ..., wₙ: The correction to observation i is: cᵢ = −W × (1/wᵢ) / Σ(1/wⱼ) Rationale: A high-variance (low-weight) observation is less reliable; the adjustment assigns more correction to it because its true value is more uncertain, while a precise (high-weight) observation is disturbed as little as possible. Example context: In a Philippine first-order triangulation network under PRS92, angles measured with a 1'' theodolite have higher weight than those measured with a 6'' theodolite, and therefore receive a smaller correction when adjusting a triangle misclosure.
Question Type
short_answer
Answer Structure
- Sentence 1: State the principle — weaker observations (lower weight) receive more correction [1 mark]
- Equation: Write cᵢ = −W × (1/wᵢ) / Σ(1/wⱼ) [1 mark]
- Explanation: Justify why weaker observations get more correction [0.5 mark]
- Example: Apply to a geodetic context [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct statement that corrections are proportional to variance (or inversely proportional to weight).
Marks
1
Criteria
Correct formula for weighted correction cᵢ = −W × (1/wᵢ) / Σ(1/wⱼ) or equivalent.
Marks
1
Criteria
Correct justification and a relevant example from geodetic practice.
Common Mark Deductions
- Stating that higher-weight observations receive more correction — this is the OPPOSITE of the correct principle.
- Omitting the formula and giving only a qualitative description.
- Confusing weight with variance (weight = 1/variance, not variance itself).
Key Phrases To Include
- proportional to variance
- inversely proportional to weight
- weaker observations receive more correction
- cᵢ = −W × (1/wᵢ) / Σ(1/wⱼ)
- high-weight observations disturbed least
A spherical triangle measured in a first-order triangulation network has a computed spherical excess of ε = 8''. The three measured angles are: P = 72°15'22'', Q = 58°30'16'', R = 49°14'30''. Adjust the angles using equal weights.
Marks
3
Topic
Spherical Triangle Condition
Difficulty
hard
Template Id
T8
Examiner Tip
This problem is a deliberate trap: the angles already satisfy the spherical condition. Examiners reward students who recognise zero misclosure and state 'no correction needed' rather than inventing corrections.
Model Answer
Given: P = 72°15'22'', Q = 58°30'16'', R = 49°14'30'' Spherical excess: ε = 8'' Condition: Spherical triangle — required total = 180° + ε = 180°00'08'' Step 1 — Compute Σ(observed): P + Q + R = 72°15'22'' + 58°30'16'' + 49°14'30'' = (72+58+49)° + (15+30+14)' + (22+16+30)'' = 179° + 59' + 68'' = 179° + 60' + 8'' = 180°00'08'' Step 2 — Compute misclosure: Misclosure = 180°00'08'' − (180°00'08'') = 0'' Interpretation: The measured angles already satisfy the spherical triangle condition exactly. No correction is needed. Adjusted angles: P = 72°15'22'', Q = 58°30'16'', R = 49°14'30'' (unchanged) CHECK: 72°15'22'' + 58°30'16'' + 49°14'30'' = 180°00'08'' = 180° + 8'' ✓
Question Type
numerical
Answer Structure
- Step 1: State required total = 180° + ε = 180°00'08'' [1 mark]
- Step 2: Sum observed angles correctly = 180°00'08'' [0.5 mark]
- Step 3: Compute misclosure = 0'' [0.5 mark]
- Step 4: Conclude no correction needed and state final adjusted angles [0.5 mark]
- Step 5: Verification check [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correctly states required total = 180° + ε = 180°00'08'' (not 180°).
Marks
1
Criteria
Correct DMS summation and correct misclosure of 0''.
Marks
1
Criteria
Correct conclusion (no correction needed) with verification check.
Common Mark Deductions
- Using 180° instead of 180° + ε as the required total — this is the most common and most heavily penalised error in spherical triangle problems.
- Computing misclosure against 180° (getting −8'') and distributing a correction that should not exist.
- Arithmetic error in DMS addition.
Key Phrases To Include
- required total = 180° + ε
- 180°00'08''
- misclosure = 0''
- spherical excess
- first-order triangulation
Describe the step-by-step procedure for adjusting a closed levelling loop using the condition equation method.
Marks
3
Topic
Loop Closure Condition — Levelling
Difficulty
medium
Template Id
T9
Examiner Tip
Mentioning the NAMRIA permissible closure standard (12√K mm for third-order) adds professional credibility and often earns the 'bonus' mark from examiners.
Model Answer
Procedure for Adjusting a Closed Levelling Loop: Step 1 — Identify the condition: The loop closure condition requires that the algebraic sum of all observed elevation differences around the loop equals zero: Σ(ΔH_observed) = 0. Step 2 — Compute the misclosure: Misclosure = Σ(ΔH_observed) − 0 = Σ(ΔH_observed) A positive misclosure means the loop closed high; negative means closed low. Step 3 — Apply corrections: For equal-reliability sections: c = −misclosure / n (per section). For unequal reliability (different section lengths): corrections are proportional to the length of each section: cᵢ = −misclosure × (Lᵢ / ΣLⱼ) where Lᵢ = length of section i. Step 4 — Compute adjusted elevations: Adjusted ΔHᵢ = Observed ΔHᵢ + cᵢ Step 5 — Verify: Σ(Adjusted ΔH) = 0 ✓ Note: In the Philippines, third-order levelling loops under NAMRIA standards have a permissible closure of 12√K mm, where K is the loop length in kilometres.
Question Type
short_answer
Answer Structure
- Step 1: State the loop closure condition Σ(ΔH) = 0 [0.5 mark]
- Step 2: Define and compute misclosure [0.5 mark]
- Step 3: Give correction formula for equal and length-weighted cases [1 mark]
- Step 4: State how adjusted values are computed [0.5 mark]
- Step 5: Verification and Philippine standard reference [0.5 mark]
Scoring Breakdown
Marks
1
Criteria
Correct loop closure condition (Σ ΔH = 0) and definition of misclosure.
Marks
1
Criteria
Correct correction formulas for both equal-weight and length-proportional cases.
Marks
1
Criteria
Adjusted elevation formula, verification step, and reference to a Philippine standard.
Common Mark Deductions
- Using equal correction per section when sections have different lengths — equal weighting is only valid for equal-length sections.
- Omitting the verification step.
- Confusing loop misclosure (elevation closure) with a traverse angular misclosure.
Key Phrases To Include
- loop closure condition
- Σ(ΔH) = 0
- misclosure
- proportional to section length
- cᵢ = −misclosure × (Lᵢ / ΣLⱼ)
- verification
In a triangulation figure, a triangle misclosure of +9'' is to be distributed among three angles. Angle C was observed with half the precision of angles A and B (i.e., angle C has twice the variance of A and B). Determine the correction to each angle.
Marks
5
Topic
Weighted Distribution — Unequal Reliability
Difficulty
hard
Template Id
T10
Examiner Tip
In weighted problems, ALWAYS write 'weight is inversely proportional to variance' as your first line. Then assign numbers. If you get the weights wrong, everything downstream is wrong — so this line is worth fighting for.
Model Answer
Given: Misclosure W = +9'' Angles A and B: equal variance = σ² Angle C: variance = 2σ² (twice the variance — less reliable) Step 1 — Assign weights: Weight is inversely proportional to variance. wA = 1/σ² → let wA = 1 wB = 1/σ² → wB = 1 wC = 1/(2σ²) → wC = 0.5 Step 2 — Compute reciprocals of weights (proportional to variance): 1/wA = 1, 1/wB = 1, 1/wC = 2 Σ(1/wⱼ) = 1 + 1 + 2 = 4 Step 3 — Compute corrections: cA = −W × (1/wA) / Σ(1/wⱼ) = −9'' × (1/4) = −2.25'' cB = −W × (1/wB) / Σ(1/wⱼ) = −9'' × (1/4) = −2.25'' cC = −W × (1/wC) / Σ(1/wⱼ) = −9'' × (2/4) = −4.50'' Step 4 — Verify total correction = −W: cA + cB + cC = −2.25'' + (−2.25'') + (−4.50'') = −9.00'' = −W ✓ Step 5 — Summary of corrections: Angle A: correction = −2.25'' (≈ −2'') Angle B: correction = −2.25'' (≈ −2'') Angle C: correction = −4.50'' (≈ −5'') Conclusion: Angle C, being twice as uncertain, receives twice the correction of angles A or B. The total misclosure is fully absorbed. (Note: If integer seconds are required, round −2.25'' to −2'' for A and B, and −4.50'' to −5'' for C, giving −2−2−5 = −9'' ✓.)
Question Type
numerical
Answer Structure
- Step 1: Define weights from variances — wA = wB = 1, wC = 0.5 [1 mark]
- Step 2: Compute 1/wᵢ for each angle and their sum [1 mark]
- Step 3: Apply weighted correction formula for each angle [1 mark]
- Step 4: Verify corrections sum to −W [1 mark]
- Step 5: State final corrections clearly and interpret [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct weight assignment: wA = wB = 1, wC = 0.5 (or equivalent ratio), with clear justification from variance relationship.
Marks
1
Criteria
Correct computation of 1/wᵢ values and their sum (1 + 1 + 2 = 4).
Marks
1
Criteria
Correct application of weighted correction formula yielding cA = cB = −2.25'', cC = −4.50''.
Marks
1
Criteria
Verification that total corrections sum to −9'' (= −W).
Marks
1
Criteria
Clear summary table or statement of final corrections with correct interpretation that the weaker angle receives the largest correction.
Common Mark Deductions
- Assigning wC = 2 instead of wC = 0.5 — confusing weight with variance is the most common conceptual error.
- Giving angle C a smaller correction than A or B — the physically wrong answer.
- Omitting the verification step (loses 1 mark).
- Not justifying the weight assignments from the variance relationship.
- Using the equal-weight formula for this problem.
Key Phrases To Include
- weight inversely proportional to variance
- wC = 0.5
- 1/wC = 2
- cᵢ = −W × (1/wᵢ) / Σ(1/wⱼ)
- weaker observation receives more correction
- verification: ΣcI = −W ✓
A quadrilateral figure ABCD is used in a triangulation network. The interior angles of triangle ABD are measured as: angle A = 45°00'08'', angle B = 90°00'04'', angle D = 44°59'54''. Adjust the triangle using the plane angle condition.
Marks
5
Topic
Triangle Angle Condition — Quadrilateral
Difficulty
medium
Template Id
T11
Examiner Tip
Write DMS addition line by line — degrees column, minutes column, seconds column — with carry-overs shown explicitly. This approach earns the method mark even if you make one arithmetic slip.
Model Answer
Given: Triangle ABD (plane triangle) Angle A = 45°00'08'' Angle B = 90°00'04'' Angle D = 44°59'54'' Condition: Σangles = 180°00'00'' Step 1 — Compute Σ(observed): Σ = 45°00'08'' + 90°00'04'' + 44°59'54'' Degrees: 45 + 90 + 44 = 179° Minutes: 00 + 00 + 59 = 59' Seconds: 08 + 04 + 54 = 66'' = 1'06'' Σ = 179° + 59' + 66'' = 179° + 60' + 6'' = 180°00'06'' Step 2 — Compute misclosure: Misclosure = 180°00'06'' − 180°00'00'' = +6'' Step 3 — Correction (equal weights, n = 3): c = −6'' / 3 = −2'' per angle Step 4 — Apply corrections: A (adjusted) = 45°00'08'' − 2'' = 45°00'06'' B (adjusted) = 90°00'04'' − 2'' = 90°00'02'' D (adjusted) = 44°59'54'' − 2'' = 44°59'52'' Step 5 — Verification: 45°00'06'' + 90°00'02'' + 44°59'52'' = (45+90+44)° + (00+00+59)' + (06+02+52)'' = 179° + 59' + 60'' = 179° + 60' = 180°00'00'' ✓ Conclusion: The three adjusted angles of triangle ABD sum to exactly 180°00'00'', satisfying the plane triangle condition.
Question Type
numerical
Answer Structure
- Step 1: Correct DMS summation of three angles [1 mark]
- Step 2: Correct misclosure = +6'' [1 mark]
- Step 3: Correct correction formula and value c = −2'' [1 mark]
- Step 4: All three adjusted angles stated correctly [1 mark]
- Step 5: Full verification with DMS arithmetic [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct DMS addition showing carry-over from seconds to minutes to degrees, giving 180°00'06''.
Marks
1
Criteria
Correct misclosure = +6'' and identification of equal-weight condition.
Marks
1
Criteria
Correct correction c = −2'' per angle.
Marks
1
Criteria
All three adjusted angles correctly computed.
Marks
1
Criteria
Complete verification check showing adjusted angles sum to exactly 180°00'00''.
Common Mark Deductions
- DMS carry-over error: writing 66'' without converting to 1'06'' causes a 1° error in the sum.
- Not showing the DMS addition step — examiners need to see the arithmetic.
- Forgetting to verify the final adjusted values.
- Rounding 2'' to 0 — all corrections must be applied, even small ones.
Key Phrases To Include
- plane triangle condition
- Σ = 180°00'06''
- misclosure = +6''
- c = −2'' per angle
- adjusted sum = 180°00'00'' ✓
What are the three most common types of condition equations in geodetic figure adjustment? Briefly describe each.
Marks
3
Topic
Types of Condition Equations
Difficulty
easy
Template Id
T12
Examiner Tip
Each condition must have its mathematical formula — a description without the formula earns only half the mark per condition.
Model Answer
The three most common condition equations in geodetic figure adjustment are: 1. Triangle (Angle) Condition: The sum of the three interior angles of a plane triangle must equal 180°00'00''. For spherical triangles (large geodetic triangles), the required total is 180° + ε, where ε is the spherical excess. Formula: A + B + C = 180° (plane) or 180° + ε (spherical) 2. Horizon (Station) Condition: All angles observed around a survey station must sum to 360°00'00'', since they constitute a full revolution around the point. Formula: Σ(angles around station) = 360° 3. Loop (Closure) Condition: In a closed traverse or levelling loop, the sum of the observed quantity (elevation differences or coordinate increments) must return to its starting value — i.e., the algebraic sum equals zero. Formula: Σ(ΔH) = 0 (levelling loop) or Σ(ΔE) = Σ(ΔN) = 0 (closed traverse)
Question Type
short_answer
Answer Structure
- Condition 1: Triangle condition — correct required total for plane and spherical [1 mark]
- Condition 2: Horizon condition — correct required total 360° [1 mark]
- Condition 3: Loop closure condition — correct formula [1 mark]
Scoring Breakdown
Marks
1
Criteria
Triangle condition correctly described with both plane (180°) and spherical (180° + ε) cases.
Marks
1
Criteria
Horizon condition correctly described with required total = 360°.
Marks
1
Criteria
Loop closure condition correctly described with the appropriate closure formula.
Common Mark Deductions
- Describing only one or two types instead of all three.
- Omitting the spherical case for the triangle condition.
- Stating the horizon condition requires 180° instead of 360°.
- Not providing the mathematical formula for any condition.
Key Phrases To Include
- triangle condition
- 180° + ε
- horizon condition
- 360°
- loop closure condition
- Σ(ΔH) = 0
Four angles at a survey station are observed as: α₁ = 88°00'05'', α₂ = 92°00'03'', α₃ = 88°59'58'', α₄ = 91°00'02''. Adjust them using the equal-weight horizon condition. Show full solution.
Marks
5
Topic
Horizon Condition — Four Angles
Difficulty
medium
Template Id
T13
Examiner Tip
For four-angle horizon problems, many students use n = 3 by mistake. Count the angles explicitly in your solution and write 'n = 4' clearly.
Model Answer
Given: α₁ = 88°00'05'', α₂ = 92°00'03'', α₃ = 88°59'58'', α₄ = 91°00'02'' Condition: Horizon condition — Σ = 360°00'00'' Step 1 — Compute Σ(observed): Degrees: 88 + 92 + 88 + 91 = 359° Minutes: 00 + 00 + 59 + 00 = 59' Seconds: 05 + 03 + 58 + 02 = 68'' = 1'08'' Σ = 359° + 59' + 68'' = 359° + 60' + 8'' = 360°00'08'' Step 2 — Compute misclosure: Misclosure = 360°00'08'' − 360°00'00'' = +8'' Step 3 — Correction (equal weights, n = 4): c = −misclosure / n = −8'' / 4 = −2'' per angle Step 4 — Apply corrections: α₁ (adjusted) = 88°00'05'' − 2'' = 88°00'03'' α₂ (adjusted) = 92°00'03'' − 2'' = 92°00'01'' α₃ (adjusted) = 88°59'58'' − 2'' = 88°59'56'' α₄ (adjusted) = 91°00'02'' − 2'' = 91°00'00'' Step 5 — Verification: 88°00'03'' + 92°00'01'' + 88°59'56'' + 91°00'00'' Degrees: 88+92+88+91 = 359° Minutes: 00+00+59+00 = 59' Seconds: 03+01+56+00 = 60'' = 1'00'' Sum = 359°+59'+60'' = 359°+60' = 360°00'00'' ✓ Conclusion: All four angles are adjusted by −2'' each. The adjusted angles satisfy the horizon condition exactly.
Question Type
numerical
Answer Structure
- Step 1: Correct DMS summation of four angles = 360°00'08'' [1 mark]
- Step 2: Misclosure = +8'' [0.5 mark]
- Step 3: c = −2'' per angle (n = 4) [1 mark]
- Step 4: All four adjusted angles correctly stated [1.5 marks]
- Step 5: Complete verification check [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct DMS summation including carry-over from seconds, giving 360°00'08''.
Marks
1
Criteria
Correct misclosure = +8'' and correct formula c = −8''/4 = −2''.
Marks
1
Criteria
All four adjusted angles correctly computed.
Marks
1
Criteria
Verification check showing adjusted sum = 360°00'00''.
Marks
1
Criteria
Correct conclusion stating all four corrections are equal (−2'' each) because of equal weights.
Common Mark Deductions
- DMS carry-over error when summing four angles.
- Using n = 3 instead of n = 4.
- Omitting the verification step.
- Applying +2'' instead of −2''.
Key Phrases To Include
- horizon condition
- Σ = 360°00'08''
- misclosure = +8''
- c = −2'' per angle
- n = 4
- CHECK: 360°00'00'' ✓
What is the significance of the verification step at the end of a condition adjustment, and what does it confirm?
Marks
2
Topic
Verification Step
Difficulty
easy
Template Id
T14
Examiner Tip
Use the phrase 'condition equation satisfied exactly' — this is the precise engineering language that examiners reward.
Model Answer
The verification step confirms two things: 1. Mathematical correctness: It demonstrates that the adjusted observations now satisfy the condition equation exactly — i.e., the misclosure has been fully absorbed and the required total (e.g., 180°, 360°, or zero loop closure) is achieved. If the check fails, an arithmetic error was made in applying the corrections. 2. Professional integrity: In geodetic practice and in board examinations, the verification step is the standard by which the quality of the adjustment is judged. An adjustment without verification is considered incomplete. In exam context, the verification line 'CHECK: Σadjusted = required total ✓' is often worth a dedicated mark and should never be omitted.
Question Type
short_answer
Answer Structure
- Point 1: Confirms misclosure is fully absorbed and required total is achieved [1 mark]
- Point 2: Signals completeness of the adjustment and is a distinct mark-earning step [1 mark]
Scoring Breakdown
Marks
1
Criteria
States that verification confirms the adjusted values satisfy the condition equation exactly (required total achieved).
Marks
1
Criteria
States that verification indicates completeness of the adjustment and/or explains what a failed check implies (arithmetic error).
Common Mark Deductions
- Saying 'verification checks if the answer is correct' — too vague, examiners want 'condition equation satisfied exactly'.
- Not mentioning what a failed verification implies.
Key Phrases To Include
- misclosure fully absorbed
- condition equation satisfied exactly
- required total achieved
- completeness of adjustment
- arithmetic error detected
A triangle has angles summing to 179°59'51''. Determine: (a) the misclosure, (b) the correction per angle for equal weights, and (c) state the sign convention justification.
Marks
5
Topic
Triangle Condition — Negative Misclosure
Difficulty
hard
Template Id
T15
Examiner Tip
The double-negative is a classic exam trap: misclosure = −9'', correction = −(−9'')/3 = +3''. Show the algebra explicitly — do not just write +3'' without showing the sign handling.
Model Answer
Given: Σ(observed angles) = 179°59'51'' Condition: Plane triangle — required total = 180°00'00'' Part (a) — Misclosure: Misclosure = Σ(observed) − required total Misclosure = 179°59'51'' − 180°00'00'' Convert: 179°59'51'' = 179°59'51'' and 180°00'00'' = 180°00'00'' Subtract: 179°59'51'' − 180°00'00'' = −9'' Misclosure = −9'' Part (b) — Correction per angle (equal weights, n = 3): c = −misclosure / n = −(−9'') / 3 = +9'' / 3 = +3'' per angle The correction is +3'' — each angle must be INCREASED by 3''. Part (c) — Sign convention justification: The correction is opposite in sign to the misclosure by design. Since the observed sum is TOO SMALL (negative misclosure of −9''), the angles must be increased (positive correction of +3'') to bring their sum up to the required 180°. This is the fundamental rule: correction = −misclosure / n, ensuring the correction always opposes and eliminates the misclosure. Verification: Adjusted sum = 179°59'51'' + 3(+3'') = 179°59'51'' + 9'' = 180°00'00'' ✓
Question Type
numerical
Answer Structure
- Part (a): Correct computation of misclosure = −9'' [1 mark]
- Part (b): Correct correction c = +3'' per angle with formula shown [1.5 marks]
- Part (c): Correct sign convention justification — correction opposes misclosure [1.5 marks]
- Verification check [1 mark]
Scoring Breakdown
Marks
1
Criteria
Correct misclosure = −9'' (observed sum less than required total).
Marks
1
Criteria
Correct formula c = −misclosure/n and correct numerical result c = +3''.
Marks
1
Criteria
Correct justification that negative misclosure requires positive correction, with reference to c = −misclosure/n.
Marks
1
Criteria
Correct physical interpretation: angles are too small, so they must be increased.
Marks
1
Criteria
Verification confirming adjusted sum = 180°00'00''.
Common Mark Deductions
- Computing misclosure as +9'' instead of −9'' (reversed subtraction).
- Applying c = −3'' (taking the correction in the wrong direction) — angles already too small would be made even smaller.
- Omitting the sign convention justification — part (c) is worth dedicated marks.
- Forgetting that two negatives make a positive: −(−9'') = +9''.
Key Phrases To Include
- misclosure = −9''
- c = −(−9'')/3 = +3''
- correction opposes misclosure
- angles must be increased
- c = −misclosure/n
- 180°00'00'' ✓
Mark Wise Strategy
Dos
- Write the exact formula (e.g., c = −misclosure/n) — this alone is the mark.
- Use precise geodetic terminology: 'misclosure', 'condition equation', 'adjusted observations'.
- Answer in one to two lines maximum.
- Include units for any numerical answer (arcseconds '' for angles, mm for levelling).
Donts
- Do not write paragraphs — you lose time and gain nothing.
- Do not omit the formula and give only a definition.
- Do not confuse 'observed' with 'adjusted' observations.
Marks
1
Strategy
For 1-mark questions on condition equations, give one concise sentence with the key technical term AND the associated formula or numerical value. Do not pad with explanation — precision is rewarded, not length.
Expected Length
1–2 sentences or one labelled formula
Time Allocation
1–2 minutes
Dos
- Label your points (Point 1 / Point 2) or (Step 1 / Step 2) so the examiner clearly sees two mark-earning elements.
- For numerical questions: show the misclosure calculation AND the correction formula, even if the numbers are simple.
- For conceptual questions: give the rule and an example.
- Write the verification line for numerical answers.
Donts
- Do not combine both marks into one unstructured paragraph.
- Do not skip the formula derivation for the correction.
- Do not forget to state units.
Marks
2
Strategy
For 2-mark questions, examiners expect either a formula plus a brief explanation, or a short numerical solution with a check. Structure your answer with two clearly visible points corresponding to the two marks.
Expected Length
4–8 lines or a 2–3-step numerical solution
Time Allocation
3–5 minutes
Dos
- Use the five-step format: Given → Condition → Misclosure → Correction → Adjusted values → Verification.
- Write each adjusted value explicitly — do not just state 'apply −4'' to each angle'.
- Show DMS arithmetic in column form (degrees, minutes, seconds separately).
- Write 'CHECK: Σadjusted = required total ✓' as the final line.
- For weighted problems, write the weight assignments explicitly as a numbered list.
Donts
- Do not skip any step even if the problem seems simple.
- Do not round intermediate values — carry full arcsecond precision.
- Do not omit the identification of the condition type (triangle / horizon / loop).
Marks
3
Strategy
Three-mark questions in condition equations are typically full numerical problems requiring: (1) misclosure, (2) correction formula and value, (3) adjusted values and verification. Write all five steps even if the question only explicitly asks for the final answer — method marks are available at each step.
Expected Length
Full 5-step solution or three clearly separated points
Time Allocation
6–9 minutes
Dos
- Start with 'Given:' listing all data clearly.
- Explicitly state the condition equation and its required total.
- Show the full DMS arithmetic with carry-overs visible.
- Tabulate results: Angle | Observed | Correction | Adjusted.
- Write the full verification computation, not just '✓'.
- For weighted problems, show weight assignment, 1/wᵢ computation, and the full correction formula for each observation.
- Conclude with one sentence interpreting the result (e.g., 'The weaker observation received the largest correction.').
Donts
- Do not skip the given data listing — it anchors your solution.
- Do not use equal corrections for a weighted problem.
- Do not skip the verification — it is worth 1 of the 5 marks.
- Do not round prematurely — keep arcsecond precision throughout.
- Do not confuse wᵢ with 1/wᵢ in the weighted correction formula.
Marks
5
Strategy
Five-mark questions are the highest-value problems and require a complete, professional-level solution. Present your answer in the format of a geodetic computation sheet: clearly stated given data, identified condition, step-by-step calculations, a tabulated summary of results, and a verification check. Examiners award marks at each identifiable step, so a wrong final answer does not necessarily mean zero — partial credit flows from correct method.
Expected Length
Full worked solution with all steps, a results table, and a verification check
Time Allocation
12–15 minutes
General Answer Writing Tips
- Always identify the TYPE of condition equation first (triangle, horizon, or loop) before writing any formula — examiners allocate a mark for correct identification.
- Write the misclosure formula explicitly: misclosure = Σ(observed) − required total. Never skip this step even if it seems obvious.
- State the correction formula in symbolic form (c = −misclosure / n) before substituting numbers — this earns a method mark even if arithmetic is wrong.
- Round corrections to the nearest second (arcsecond) for angular problems and to the nearest millimetre for levelling problems, and explicitly state the units in every answer.
- For spherical triangle problems, always write the required total as 180° + ε (spherical excess), not simply 180° — this single phrase separates passers from failures.
- Present adjusted values in a neat table (Angle | Observed | Correction | Adjusted) for 3-mark and 5-mark questions — this organised format signals professional competence to the examiner.
- Verify your answer by summing the adjusted values and confirming they equal the required total; write 'CHECK: Σadjusted = required total ✓' at the end of every numerical solution.
- In weighted distribution problems, always show the weight ratios explicitly before computing corrections — examiners cannot award the method mark if the weights are invisible.
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Least Squares — Observation Equations
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Adjustment of Level Nets and Traverses
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