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GELE Photogrammetry & CartographyScale, Relief Displacement and ParallaxExam Answer Templates

Exam answer templates for Scale, Relief Displacement and Parallax in GELE Photogrammetry & Cartography. 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 Photogrammetry & Cartography section sits under a "Core" weighting, and Scale, Relief Displacement and Parallax is the 2nd chapter in the 6-chapter GELE Photogrammetry & Cartography 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 Photogrammetry & Cartography.

Scale, Relief Displacement and Parallax - Exam Answer Templates

Proper answer writing is the single most controllable variable in your PRC board exam score. In Photogrammetry & Cartography, examiners reward structured responses that state the correct formula, substitute values with correct units, show the arithmetic step-by-step, and state the final answer with the proper unit and direction. A candidate who understands relief displacement but writes a disorganized answer loses marks; a candidate who follows a clear template earns full credit even under time pressure. These model answer templates show you exactly what to write — word for word, line by line — for every mark level from 1-mark VSA to 5-mark long-answer numericals. Internalize these structures and you will convert understanding into maximum marks on exam day.

Templates

Define relief displacement as it applies to a vertical aerial photograph.

Marks

1

Topic

Relief Displacement

Difficulty

easy

Template Id

T1

Examiner Tip

The single most rewarded phrase is 'radially outward from the principal point.' Any answer missing this spatial direction will be penalized.

Model Answer

Relief displacement is the radially outward shift of an object's image from the principal point of a vertical aerial photograph, caused by the object's elevation above the datum. The displacement is zero at the principal point and increases toward the edges of the photo.

Question Type

very_short_answer

Answer Structure

  • Line 1: State the definition — radially outward shift due to elevation above datum [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct definition stating radial outward displacement caused by object height/elevation above datum, measured from the principal point.

Common Mark Deductions

  • Writing 'displacement from the center of the photo' without specifying 'principal point'
  • Omitting the direction (radially outward)
  • Confusing relief displacement with tilt displacement

Key Phrases To Include

  • radially outward
  • principal point
  • elevation above datum
  • vertical photograph

State the formula for relief displacement on a vertical aerial photograph and identify each variable.

Marks

2

Topic

Relief Displacement

Difficulty

easy

Template Id

T2

Examiner Tip

Examiners specifically check whether r is described as the distance to the 'top' of the object's image, not to its base. This distinction demonstrates real understanding.

Model Answer

The relief displacement formula is: d = (r · h) / H where: d = relief displacement (mm) — radial shift of the image from the principal point r = radial distance of the image (top of the object) from the principal point (mm) h = height of the object above the datum (m) H = flying height of the aircraft above the datum (m)

Question Type

very_short_answer

Answer Structure

  • Line 1: Write the formula d = rh/H [1 mark]
  • Line 2: Define all three variables with correct units [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct formula d = rh/H written explicitly.

Marks

1

Criteria

All variables correctly identified: d = displacement, r = radial distance of image top from PP, h = object height, H = flying height above datum.

Common Mark Deductions

  • Writing H as 'altitude' without specifying 'above datum'
  • Describing r as distance from the edge or center without specifying 'principal point'
  • Omitting units in variable identification

Key Phrases To Include

  • d = rh/H
  • radial distance from principal point
  • flying height above datum
  • image of the top of the object

Explain why relief displacement is zero at the principal point and maximum at the edges of a vertical aerial photograph.

Marks

2

Topic

Relief Displacement

Difficulty

easy

Template Id

T3

Examiner Tip

Link every conceptual statement back to the formula. Examiners reward mathematical reasoning, not just descriptive answers.

Model Answer

Relief displacement d = rh/H is directly proportional to r, the radial distance of the image from the principal point. At the principal point, r = 0, therefore d = 0 regardless of object height — an object directly below the camera lens plots at its true planimetric position. Toward the edges of the photo, r increases, so d increases proportionally. This means tall objects near the edges appear to lean strongly outward, while objects at the center appear upright.

Question Type

short_answer

Answer Structure

  • Line 1: Cite the formula and note d is proportional to r [1 mark]
  • Line 2: Explain zero case (r = 0 at PP) and maximum at edges (large r) with physical interpretation [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct use of the formula to show d ∝ r and therefore d = 0 when r = 0 at the principal point.

Marks

1

Criteria

Clear physical explanation that r grows toward edges, increasing d, causing objects to appear to lean outward.

Common Mark Deductions

  • Stating the result without referencing the formula as the reason
  • Confusing 'principal point' with 'nadir point' or 'isocenter'
  • Failing to state the physical consequence (objects appear to lean)

Key Phrases To Include

  • directly proportional to r
  • r = 0 at the principal point
  • d = 0
  • increases toward the edges
  • lean outward

A vertical aerial photograph was taken from a flying height H = 1,800 m above datum. A telecommunication tower appears with its top image at a radial distance r = 95 mm from the principal point. The tower is h = 60 m tall. Compute the relief displacement.

Marks

2

Topic

Relief Displacement

Difficulty

easy

Template Id

T4

Examiner Tip

Notice that H cancels the unit of h (both in m), leaving d in the same unit as r. Always check unit consistency before computing.

Model Answer

Given: H = 1,800 m (flying height above datum) r = 95 mm (radial distance of image top from principal point) h = 60 m (tower height above datum) Formula: d = (r · h) / H Substitution: d = (95 mm × 60 m) / 1,800 m d = 5,700 / 1,800 ∴ d = 3.167 mm (radially outward from the principal point)

Question Type

numerical

Answer Structure

  • Line 1–3: List all given values with units [0.5 mark]
  • Line 4: Write the formula [0.5 mark]
  • Line 5–6: Substitute and compute [0.5 mark]
  • Line 7: State final answer with unit and direction [0.5 mark]

Scoring Breakdown

Marks

1

Criteria

Correct formula d = rh/H stated and correctly substituted.

Marks

1

Criteria

Correct arithmetic yielding d = 3.167 mm with unit (mm) stated.

Common Mark Deductions

  • Mixing units — using r in metres instead of mm (answer must be in mm if r is in mm)
  • Rounding prematurely before the final answer
  • Omitting the direction 'radially outward'

Key Phrases To Include

  • d = rh/H
  • 3.167 mm
  • radially outward

On a vertical aerial photograph taken from H = 2,000 m above datum, a building shows a relief displacement of d = 3.0 mm. The image of the building top is at r = 100 mm from the principal point. Determine the height of the building.

Marks

3

Topic

Relief Displacement

Difficulty

easy

Template Id

T5

Examiner Tip

Rearranging and explicitly writing h = dH/r earns a dedicated mark. Never skip this step even if the arithmetic is straightforward.

Model Answer

Given: H = 2,000 m d = 3.0 mm r = 100 mm Required: h (building height in m) Formula (rearranged from d = rh/H): h = (d · H) / r Substitution: h = (3.0 mm × 2,000 m) / 100 mm h = 6,000 / 100 ∴ h = 60.0 m Interpretation: The building is 60.0 m tall above the datum reference plane.

Question Type

numerical

Answer Structure

  • Line 1–3: Identify all given variables with units [1 mark]
  • Line 4: State the rearranged formula h = dH/r [1 mark]
  • Line 5–7: Correct substitution and arithmetic [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct identification of given data and required quantity.

Marks

1

Criteria

Correct rearrangement h = dH/r explicitly written.

Marks

1

Criteria

Correct computation yielding h = 60.0 m with proper unit.

Common Mark Deductions

  • Using d = rh/H without rearranging (writing h in the wrong position)
  • Forgetting to state the formula before substituting
  • Omitting 'm' as the unit of the final answer

Key Phrases To Include

  • h = dH/r
  • 60.0 m
  • above datum

Define stereoscopic parallax and state the formula used to determine the height of an object from a stereo pair of aerial photographs.

Marks

2

Topic

Stereoscopic Parallax

Difficulty

easy

Template Id

T6

Examiner Tip

The direction qualifier 'parallel to the flight line' is always tested. A definition without it is considered incomplete.

Model Answer

Stereoscopic parallax is the apparent lateral displacement (measured parallel to the flight line) of a point as seen from two different exposure stations in an overlapping stereo pair. Points at higher elevations have greater parallax than points at lower elevations. The height of an object is determined from the parallax difference formula: h = (H · Δp) / (P + Δp) where H = flying height above datum, Δp = parallax difference between top and base of the object, and P = absolute parallax of the base.

Question Type

short_answer

Answer Structure

  • Line 1–2: Definition of parallax with direction qualifier (parallel to flight line) [1 mark]
  • Line 3–4: Correct formula with all variables defined [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct definition stating apparent lateral shift measured parallel to the flight line between two exposure stations.

Marks

1

Criteria

Correct formula h = HΔp/(P + Δp) with variables identified.

Common Mark Deductions

  • Writing 'perpendicular to the flight line' instead of 'parallel'
  • Writing the approximate formula only (HΔp/P) without acknowledging the exact form
  • Failing to define Δp as the difference between top and base parallax

Key Phrases To Include

  • apparent lateral displacement
  • parallel to the flight line
  • two exposure stations
  • h = HΔp/(P + Δp)
  • parallax difference

A stereo pair of aerial photographs was taken from a flying height H = 1,500 m above datum. The absolute parallax of the base of a chimney is P = 90 mm and the parallax of its top is P_top = 91.5 mm. Calculate the height of the chimney.

Marks

3

Topic

Stereoscopic Parallax

Difficulty

medium

Template Id

T7

Examiner Tip

Always show the Δp computation as a separate numbered step. This intermediate value earns its own mark and prevents cascading arithmetic errors.

Model Answer

Given: H = 1,500 m P (base absolute parallax) = 90 mm P_top (top absolute parallax) = 91.5 mm Step 1 — Compute parallax difference: Δp = P_top − P = 91.5 − 90.0 = 1.5 mm Step 2 — Apply the height formula: h = (H · Δp) / (P + Δp) h = (1,500 × 1.5) / (90 + 1.5) h = 2,250 / 91.5 ∴ h = 24.6 m The chimney is 24.6 m tall.

Question Type

numerical

Answer Structure

  • Line 1–3: List given values [0.5 mark]
  • Line 4–5: Compute Δp correctly [1 mark]
  • Line 6–8: Apply h = HΔp/(P + Δp) [1 mark]
  • Line 9: Correct final answer with unit [0.5 mark]

Scoring Breakdown

Marks

1

Criteria

Correct computation of Δp = 1.5 mm.

Marks

1

Criteria

Correct formula h = HΔp/(P + Δp) stated and substituted.

Marks

1

Criteria

Correct final answer h = 24.6 m with unit.

Common Mark Deductions

  • Using the approximate formula HΔp/P and getting 25.0 m — loses ½ mark for not using exact formula
  • Using P + Δp in the numerator instead of the denominator
  • Failing to subtract base parallax to get Δp first

Key Phrases To Include

  • Δp = P_top − P
  • h = HΔp/(P + Δp)
  • 24.6 m

Differentiate between relief displacement and stereoscopic parallax in aerial photogrammetry. State one practical application of each.

Marks

3

Topic

Relief Displacement and Parallax

Difficulty

medium

Template Id

T8

Examiner Tip

A comparison table is perfectly acceptable and often faster: two rows (Relief Displacement, Parallax), columns (Definition, Formula, Photo requirement, Direction, Application).

Model Answer

Relief displacement is the radially outward shift of an elevated object's image on a SINGLE vertical photograph, caused by the object's height above datum; it is governed by d = rh/H. Stereoscopic parallax is the apparent lateral shift of a point measured BETWEEN TWO overlapping photographs (a stereo pair), measured parallel to the flight line; height is derived via h = HΔp/(P + Δp). Key difference: Relief displacement occurs on one photo and increases radially outward from the principal point. Parallax requires two photos and is measured along the flight direction. Applications: • Relief displacement: Used to measure building or tower heights from a single aerial photograph using h = dH/r. • Parallax: Used to generate digital elevation models (DEMs) and topographic maps from stereo aerial imagery.

Question Type

short_answer

Answer Structure

  • Lines 1–2: Define relief displacement with formula and characteristic (single photo, radial) [1 mark]
  • Lines 3–4: Define parallax with formula and characteristic (two photos, parallel to flight line) [1 mark]
  • Lines 5–6: State one application each, correctly matched [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct definition of relief displacement with the formula d = rh/H and the qualifier 'single photograph, radial outward.'

Marks

1

Criteria

Correct definition of parallax with the formula h = HΔp/(P + Δp) and the qualifier 'two photographs, parallel to flight line.'

Marks

1

Criteria

One correct, relevant application stated for each concept.

Common Mark Deductions

  • Treating both as the same phenomenon
  • Stating applications that are identical for both (e.g., 'both measure heights')
  • Omitting formulas when differentiating

Key Phrases To Include

  • single photograph
  • radially outward
  • two photographs / stereo pair
  • parallel to the flight line
  • d = rh/H
  • h = HΔp/(P + Δp)
  • digital elevation model

Why is it more accurate to measure heights of tall objects using images near the edge of a photograph rather than near the center? Justify your answer using the relief displacement formula.

Marks

3

Topic

Relief Displacement

Difficulty

medium

Template Id

T9

Examiner Tip

Quantitative justification (referencing the formula explicitly) always outscores a purely descriptive answer for 'justify' type questions.

Model Answer

The relief displacement formula is d = rh/H. Rearranged, the height is: h = dH/r For height measurement to be accurate, d must be large enough to be measured reliably. Since d = rh/H, a larger radial distance r from the principal point produces a larger displacement d for the same object height h and flying height H. Near the center of the photo (small r), a tall building produces only a tiny displacement d, which is difficult to measure precisely and leads to large percentage errors in the computed h. Near the edges (large r), the displacement d is proportionally larger and easier to measure accurately. The ratio d/r remains constant for a given h and H, but the absolute value of d increases, improving measurement precision. Therefore, height measurements from relief displacement are more reliable when the object image is toward the edges of the photo where r is large.

Question Type

short_answer

Answer Structure

  • Lines 1–2: State and rearrange the formula [1 mark]
  • Lines 3–4: Explain the effect of small r at center — small d, large relative error [1 mark]
  • Lines 5–6: Explain large r at edges — large d, better precision [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct formula stated and rearranged to h = dH/r.

Marks

1

Criteria

Explanation that small r at center yields small d, making measurement imprecise.

Marks

1

Criteria

Conclusion that larger r at edges gives larger d and better measurement precision.

Common Mark Deductions

  • Stating the answer without mathematical justification
  • Claiming heights cannot be measured at all near the center (overclaiming)
  • Confusing precision with accuracy without distinguishing the two

Key Phrases To Include

  • d = rh/H
  • h = dH/r
  • small r near center
  • large d near edges
  • measurement precision
  • percentage error

A stereo pair of vertical photographs has a base-to-height ratio B/H = 0.60. The flying height is H = 1,600 m above datum. A flagpole at the edge of a government building shows an absolute parallax at its base of P = 88 mm and a parallax difference of Δp = 2.2 mm. (a) Compute the height of the flagpole. (b) State the approximate height using the simplified formula and compute the percentage difference.

Marks

5

Topic

Stereoscopic Parallax

Difficulty

hard

Template Id

T10

Examiner Tip

Five-mark questions always have a multi-part structure. Allocate a clear numbered heading for each part (a), (b) so the examiner can identify and credit each component independently.

Model Answer

Given: H = 1,600 m P = 88 mm (absolute parallax at base) Δp = 2.2 mm (parallax difference, top minus base) (a) Exact height using h = HΔp/(P + Δp): h = (1,600 × 2.2) / (88 + 2.2) h = 3,520 / 90.2 h = 39.02 m ∴ Exact height h = 39.0 m (to 3 significant figures) (b) Approximate height using h_approx ≈ HΔp/P: h_approx = (1,600 × 2.2) / 88 h_approx = 3,520 / 88 h_approx = 40.0 m Percentage difference: % diff = |h_approx − h_exact| / h_exact × 100 % diff = |40.0 − 39.02| / 39.02 × 100 % diff = 0.98 / 39.02 × 100 ∴ Percentage difference ≈ 2.51% Conclusion: The approximate formula overestimates the height by approximately 2.5%, which is acceptable for preliminary surveys but the exact formula should be used for precise height determination.

Question Type

numerical

Answer Structure

  • Lines 1–3: List all given data with units [0.5 mark]
  • Lines 4–6: Apply exact formula h = HΔp/(P + Δp) [1.5 marks]
  • Lines 7–9: Correct exact answer h = 39.0 m [0.5 mark]
  • Lines 10–12: Apply approximate formula h ≈ HΔp/P [1 mark]
  • Lines 13–16: Compute percentage difference correctly [1 mark]
  • Line 17: Conclusion on practical significance [0.5 mark]

Scoring Breakdown

Marks

1

Criteria

Correct identification of all given data and correct formula written.

Marks

1

Criteria

Correct substitution into exact formula and arithmetic: h = 39.0 m.

Marks

1

Criteria

Correct application of approximate formula: h_approx = 40.0 m.

Marks

1

Criteria

Correct computation of percentage difference: approximately 2.51%.

Marks

1

Criteria

Correct interpretation/conclusion regarding when each formula is appropriate.

Common Mark Deductions

  • Computing only the approximate formula and skipping the exact formula
  • Incorrect percentage difference formula (dividing by approximate instead of exact)
  • Not stating a conclusion on practical significance — loses the interpretation mark
  • Carrying forward arithmetic errors from part (a) into part (b)

Key Phrases To Include

  • h = HΔp/(P + Δp)
  • h ≈ HΔp/P
  • 39.0 m
  • 40.0 m
  • percentage difference
  • approximate formula overestimates

A vertical aerial photograph has a scale of 1:10,000. The focal length of the camera is f = 152 mm. What is the flying height H above datum?

Marks

2

Topic

Photo Scale

Difficulty

easy

Template Id

T11

Examiner Tip

Photo scale problems are often combined with relief displacement problems in a single multi-part question. Always compute H from the scale first, then use that H in the relief displacement formula.

Model Answer

Given: Photo scale S = 1:10,000 (i.e., scale factor = 1/10,000) Focal length f = 152 mm = 0.152 m Formula (photo scale of a vertical photo): S = f / H → H = f / S Substitution: H = 0.152 m / (1/10,000) H = 0.152 × 10,000 ∴ H = 1,520 m above datum

Question Type

numerical

Answer Structure

  • Line 1–2: List given data including unit conversion for f [0.5 mark]
  • Line 3: State scale formula S = f/H and rearrange to H = f/S [0.5 mark]
  • Line 4–5: Correct substitution and arithmetic [0.5 mark]
  • Line 6: Final answer H = 1,520 m with unit [0.5 mark]

Scoring Breakdown

Marks

1

Criteria

Correct formula H = f/S stated and rearranged.

Marks

1

Criteria

Correct computation H = 1,520 m with consistent units.

Common Mark Deductions

  • Failing to convert f from mm to m before computing H in metres
  • Inverting the scale fraction incorrectly (using 10,000 in denominator instead of numerator)
  • Not stating the unit of H

Key Phrases To Include

  • S = f/H
  • H = f/S
  • 1,520 m
  • above datum

Enumerate three characteristics of relief displacement on a vertical aerial photograph.

Marks

3

Topic

Relief Displacement

Difficulty

easy

Template Id

T12

Examiner Tip

Enumeration questions reward distinct, non-overlapping points. Plan your three points before writing to avoid repetition.

Model Answer

1. Direction: Relief displacement is always radially outward from the principal point of the photograph — the tops of elevated objects appear displaced away from the PP. 2. Magnitude: Displacement is directly proportional to both the object height h and the radial distance r of the image from the PP, and inversely proportional to the flying height H: d = rh/H. 3. Zero at the principal point: At the principal point (r = 0), relief displacement is exactly zero. An object directly below the camera plots at its true planimetric position regardless of its height.

Question Type

very_short_answer

Answer Structure

  • Point 1: Direction — radially outward from PP [1 mark]
  • Point 2: Magnitude relationship via d = rh/H [1 mark]
  • Point 3: Zero displacement at the principal point [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct statement of direction: radially outward from the principal point.

Marks

1

Criteria

Correct statement of proportionality with formula d = rh/H referenced.

Marks

1

Criteria

Correct statement that displacement is zero at the principal point.

Common Mark Deductions

  • Listing three characteristics that are all variations of the same point (e.g., listing 'increases away from center' and 'largest at edges' as two separate points)
  • Stating direction as 'inward' or 'perpendicular'
  • Omitting the formula reference for the magnitude characteristic

Key Phrases To Include

  • radially outward
  • principal point
  • d = rh/H
  • directly proportional to h and r
  • inversely proportional to H
  • zero at the principal point

A vertical aerial photograph taken from H = 1,500 m shows a building with its base at radial distance r_base = 78 mm and its top at r_top = 80 mm from the principal point. Both measurements are in the same radial direction. Using relief displacement, determine the height of the building.

Marks

3

Topic

Relief Displacement

Difficulty

medium

Template Id

T13

Examiner Tip

When both base and top radial distances are given, the relief displacement d = r_top − r_base. The formula h = dH/r uses r = r_top (the image of the top of the object).

Model Answer

Given: H = 1,500 m r_top = 80 mm (radial distance of building top image from PP) r_base = 78 mm (radial distance of building base image from PP) Step 1 — Compute relief displacement d: d = r_top − r_base = 80 − 78 = 2 mm Note: The displacement d is the difference in radial distances because both the top and base images are measured along the same radial direction from the PP. Step 2 — Compute building height using h = dH/r: (Use r = r_top = 80 mm, the radial distance of the top image) h = (d × H) / r_top h = (2 × 1,500) / 80 h = 3,000 / 80 ∴ h = 37.5 m The building is 37.5 m tall.

Question Type

numerical

Answer Structure

  • Lines 1–3: Identify given data [0.5 mark]
  • Lines 4–5: Compute d = r_top − r_base = 2 mm [1 mark]
  • Lines 6–8: Apply h = dH/r_top correctly [1 mark]
  • Line 9: Final answer h = 37.5 m [0.5 mark]

Scoring Breakdown

Marks

1

Criteria

Correct computation of d = 2 mm by subtracting r_base from r_top.

Marks

1

Criteria

Correct application of h = dH/r using r_top = 80 mm.

Marks

1

Criteria

Correct final answer h = 37.5 m with unit.

Common Mark Deductions

  • Using r_base instead of r_top in the denominator of h = dH/r
  • Forgetting to compute d from the two radial distances and using r_top directly as d
  • Not explaining why r_top is used (it is the radial distance of the displaced image)

Key Phrases To Include

  • d = r_top − r_base
  • h = dH/r
  • r = r_top
  • 37.5 m

Describe the procedure for measuring the height of a tree using stereoscopic parallax from a stereo pair of aerial photographs. Include the formula and define all terms.

Marks

5

Topic

Stereoscopic Parallax

Difficulty

hard

Template Id

T14

Examiner Tip

A 5-mark long answer must have a structured, multi-step procedure. Use numbered steps with bold headings. One step = one coherent idea = one potential mark. Examiners follow the marking scheme step by step.

Model Answer

Procedure for Height Measurement Using Stereoscopic Parallax: Step 1 — Set up the stereo pair Select two overlapping vertical aerial photographs (typically 60% forward overlap) covering the area where the tree is located. Orient both photos so the flight line runs left-right (the conventional orientation for parallax measurement). Step 2 — Identify conjugate image points Locate the image of the top of the tree (point A_top) on both the left and right photographs. Also locate the base of the tree (point A_base) on both photographs. Step 3 — Measure absolute parallaxes Measure the x-coordinates of the conjugate points on each photo along the flight-line direction (x-axis): • Parallax of top: P_top = x_L(top) − x_R(top) • Parallax of base: P = x_L(base) − x_R(base) All measurements in millimetres. Step 4 — Compute parallax difference Δp = P_top − P Step 5 — Apply the height formula h = (H · Δp) / (P + Δp) where: h = height of the tree (m) H = flying height above the datum (m) Δp = parallax difference between top and base (mm) P = absolute parallax of the base of the tree (mm) Note: The approximate formula h ≈ HΔp/P is valid when Δp << P (which holds for most objects shorter than ~5% of H). Step 6 — Interpret the result The computed h is the height of the tree above its base datum. If the base elevation is known from ground control, the tree-top elevation above mean sea level is: Elevation_top = Elevation_base + h. In digital photogrammetry (using software such as SOCET SET or Agisoft Metashape), Steps 1–4 are automated through feature matching and the height is extracted directly from the stereo model.

Question Type

long_answer

Answer Structure

  • Step 1: Setup description — stereo pair, overlap [0.5 mark]
  • Step 2: Identification of conjugate image points (top and base) [0.5 mark]
  • Step 3: Measurement of absolute parallaxes with formula [1 mark]
  • Step 4: Computation of Δp [0.5 mark]
  • Step 5: Height formula with all variables defined [1 mark]
  • Step 6: Interpretation and elevation conversion [0.5 mark]
  • Mention of digital photogrammetry application [1 mark]

Scoring Breakdown

Marks

1

Criteria

Correct procedure for identifying and measuring parallaxes of top and base.

Marks

1

Criteria

Correct formula h = HΔp/(P + Δp) with all variables correctly defined.

Marks

1

Criteria

Correct computation of Δp = P_top − P explained.

Marks

1

Criteria

Correct interpretation including base elevation and absolute elevation calculation.

Marks

1

Criteria

Mention of the approximate formula condition and/or digital photogrammetry application.

Common Mark Deductions

  • Describing only the formula without the measurement procedure
  • Omitting the requirement to measure parallax parallel to the flight line
  • Not defining Δp as the difference between top and base parallax
  • Failing to address how the computed h relates to absolute elevation
  • Confusing x-parallax (along flight line) with y-parallax (across flight line)

Key Phrases To Include

  • 60% forward overlap
  • conjugate image points
  • flight-line direction
  • absolute parallax
  • parallax difference Δp = P_top − P
  • h = HΔp/(P + Δp)
  • approximate formula h ≈ HΔp/P
  • digital photogrammetry

A vertical aerial survey was conducted over Metro Manila at a flying height H = 1,800 m above datum using a camera with focal length f = 152 mm. A high-rise building in Makati shows relief displacement d = 4.5 mm with the top image at r = 90 mm from the principal point. (a) Compute the photo scale. (b) Compute the building height. (c) State one provision of PD 1529 (Property Registration Decree) relevant to the use of aerial photography in land registration.

Marks

5

Topic

Photo Scale and Relief Displacement with Legal Reference

Difficulty

hard

Template Id

T15

Examiner Tip

PRC board exam questions increasingly combine numerical computation with legal/professional knowledge. Memorize the key provisions of PD 1529, RA 8560, CA 141, and RA 4374/RA 8560 as they relate to geodetic surveys, land titling, and cadastral work.

Model Answer

Given: H = 1,800 m f = 152 mm = 0.152 m d = 4.5 mm r = 90 mm (a) Photo Scale: S = f / H S = 0.152 m / 1,800 m S = 1 / 11,842 ∴ Photo scale ≈ 1:11,842 (approximately 1:12,000) (b) Building Height: h = (d × H) / r h = (4.5 mm × 1,800 m) / 90 mm h = 8,100 / 90 ∴ h = 90.0 m The Makati high-rise building is 90.0 m tall. (c) Relevant Provision of PD 1529 (Property Registration Decree, 1978): Under PD 1529, the boundaries of land parcels must be accurately determined and described in the application for original registration of title (Section 14, PD 1529). Aerial photographs, when supported by ground control surveys and processed photogrammetrically to extract accurate coordinates, can be used to verify boundary locations and parcel areas prior to cadastral survey and Torrens title registration. However, PD 1529 requires that the final technical description of a land parcel be prepared and signed by a licensed Geodetic Engineer under RA 8560 (Geodetic Engineering Act of 1998), and the survey must be approved by the Land Registration Authority (LRA).

Question Type

case_study

Answer Structure

  • Part (a): Photo scale formula S = f/H, substitution, S ≈ 1:11,842 [1.5 marks]
  • Part (b): Formula h = dH/r, substitution, h = 90.0 m [2 marks]
  • Part (c): Relevant PD 1529 provision with geodetic engineering reference [1.5 marks]

Scoring Breakdown

Marks

1

Criteria

Correct photo scale formula and correct computation S ≈ 1:11,842.

Marks

1

Criteria

Correct formula h = dH/r stated.

Marks

1

Criteria

Correct computation h = 90.0 m with unit.

Marks

1

Criteria

Correct citation of PD 1529 with a relevant specific provision.

Marks

1

Criteria

Connection of the legal provision to photogrammetric practice and the role of the Geodetic Engineer.

Common Mark Deductions

  • Citing the wrong law (e.g., CA 141 instead of PD 1529 for registration of title)
  • Giving a generic answer about PD 1529 without a specific relevant section
  • Forgetting to convert f to metres before computing scale
  • Not connecting the legal provision to the photogrammetric context of the question

Key Phrases To Include

  • S = f/H
  • 1:11,842
  • h = dH/r
  • 90.0 m
  • PD 1529
  • Property Registration Decree
  • RA 8560
  • licensed Geodetic Engineer
  • Land Registration Authority

Mark Wise Strategy

Dos

  • State the key technical term and its definition in one sentence
  • Include the formula if the question asks 'state' or 'give'
  • Use exact photogrammetric terminology: 'principal point,' 'radially outward,' 'parallax difference'
  • Write the unit of the answer (mm for displacement, m for height)

Donts

  • Do not write introductory phrases like 'This is defined as...' or 'According to the textbook...'
  • Do not provide derivations or extended explanations
  • Do not write more than 2 lines — marks are not awarded for length

Marks

1

Strategy

Write a single, precise, keyword-rich sentence. State the definition or formula immediately — no preamble. Every word must carry information.

Expected Length

1–2 lines

Time Allocation

1–2 minutes

Dos

  • Write the formula on its own line before substituting values
  • Show the intermediate computation step before the final answer
  • Define all variables with units when the question asks for a formula
  • State the final answer on a new line, underlined or with '∴'

Donts

  • Do not skip the formula step and jump directly to the numerical answer
  • Do not write the definition AND the formula in a single run-on sentence
  • Do not omit the unit of the final numerical answer

Marks

2

Strategy

Two distinct marks require two distinct scoring points. Structure your answer in two clear parts: (1) formula or definition, (2) computation or elaboration. Make each part independently creditable.

Expected Length

3–5 lines

Time Allocation

3–4 minutes

Dos

  • Number or bullet your three points so the examiner can count them
  • For multi-step numericals, show every intermediate value with its unit
  • Include a simple sketch for relief displacement or parallax problems when not prohibited
  • Conclude with a one-line physical interpretation of the computed result

Donts

  • Do not merge two points into one paragraph and lose a potential mark
  • Do not skip the parallax difference computation step (Δp = P_top − P) in parallax problems
  • Do not write a long paragraph when numbered points will earn the same marks faster

Marks

3

Strategy

Three marks = three clearly separable scoring points. For numericals: (1) given data + formula, (2) intermediate steps, (3) final answer with unit. For conceptual: (1) definition, (2) mathematical relationship, (3) physical/practical interpretation.

Expected Length

6–10 lines or a small labeled diagram + 3–4 lines

Time Allocation

5–7 minutes

Dos

  • Write all given data in a dedicated 'Given:' block at the start
  • Use sub-headings (a), (b), (c) if the question has multiple parts
  • Show the complete formula, complete substitution, and complete arithmetic for each numerical part
  • For case-study questions referencing Philippine laws, cite the exact law number and a relevant provision
  • Conclude with a one-paragraph summary or practical interpretation

Donts

  • Do not begin computing without listing given data — this is the most common 5-mark failure mode
  • Do not answer only the computational parts and skip the conceptual or legal parts
  • Do not use abbreviations the examiner may not recognize without first defining them
  • Do not leave intermediate results without units — each intermediate step may carry a half-mark

Marks

5

Strategy

Five marks = typically 2–3 sub-parts or a detailed multi-step procedure. Read the question twice, identify all sub-parts, allocate time proportionally. Write section headings (a), (b), (c) or Step 1, Step 2, etc. Each step must be self-contained and independently creditable.

Expected Length

15–25 lines with labeled steps or sub-parts

Time Allocation

10–12 minutes

General Answer Writing Tips

  • Always write the formula first before substituting any numerical values — examiners award a dedicated mark for the correct formula alone.
  • State the units at every step: radial distance in mm, flying height in m, displacement in mm, height in m. Unit mismatches are the most common source of mark deduction in photogrammetry numericals.
  • For relief displacement problems, explicitly identify which variable is r (radial distance of the image TOP from the principal point) and which is H (flying height above datum) — examiners look for this distinction.
  • In parallax problems, always write both the exact formula h = H·Δp/(P + Δp) AND the approximate form h ≈ H·Δp/P, then use the exact form for computation unless instructed otherwise.
  • Conclude every numerical answer with a boxed or underlined final answer including the correct unit and, where applicable, the direction (e.g., 'radially outward from the principal point').
  • For conceptual questions, use the structure: Definition → Formula/Relationship → Physical Interpretation → Limiting Cases (zero at principal point, maximum at edges) to demonstrate full understanding.
  • Draw a simple, labeled cross-sectional sketch for relief displacement and a plan-view sketch for parallax whenever the question does not explicitly forbid it — a correct diagram can earn a mark even if arithmetic contains a minor error.
  • When the question says 'explain' or 'state,' write in complete technical sentences; avoid bullet fragments for questions worth 3 marks or more, as examiners expect developed reasoning.
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