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Exam Answer TemplatesGELE · Photogrammetry & Cartography

GELE Photogrammetry & Cartography — Remote Sensing and GISExam Answer Templates

Model answers and solution structures for Remote Sensing and GIS (GELE Photogrammetry & Cartography).

Remote Sensing and GIS - Exam Answer Templates

Proper answer writing is the single most controllable factor in your board exam score. In Photogrammetry & Cartography, examiners award marks not just for correct answers but for the precise use of technical terminology, logical structure, and accurate numerical work. A vague or disorganized answer—even if conceptually correct—can cost you 50% of the available marks. These templates show you exactly how to structure responses at every mark level, which key phrases trigger full marks, and where students most commonly lose points. Study these templates as model responses, then practice rewriting them from memory under timed conditions.

Answer templates

Define spatial resolution in remote sensing. [1 mark]

Remote Sensing Resolutionseasyvery short answer1 mark

Examiner tip

Examiners look for 'ground distance per pixel' as the core idea. Citing a real sensor value (30 m, 10 m, 1 m) demonstrates applied knowledge and is rewarded.

Model answer

Spatial resolution is the minimum ground distance (linear dimension of one pixel on the ground) that a remote-sensing sensor can distinguish as a separate object, expressed in metres (e.g., 30 m for Landsat 8 OLI).

Answer structure

  • Single sentence: state the concept clearly using the exact term 'ground distance' or 'ground pixel size' and give the unit (metres).

Scoring breakdown

1 mark

Criteria

Correct definition stating minimum distinguishable ground distance (pixel size on the ground), with the implication of the metric unit.

Common mark deductions

  • Defining spatial resolution as 'clarity' or 'quality' of the image without referencing ground distance.
  • Confusing spatial resolution with spectral resolution.
  • Omitting the unit (metres).

Key phrases to include

  • minimum ground distance
  • pixel size on the ground
  • expressed in metres

What is the difference between a passive and an active remote-sensing sensor? [1 mark]

Active vs Passive Sensorseasyvery short answer1 mark

Examiner tip

The word 'own' energy is the pivotal distinguisher. Use it explicitly.

Model answer

A passive sensor detects electromagnetic energy naturally reflected or emitted by the Earth (e.g., sunlight reflected in the optical range), whereas an active sensor generates and transmits its own energy pulse and records the return signal (e.g., Synthetic Aperture Radar, LiDAR).

Answer structure

  • One sentence defining passive (natural energy source).
  • One sentence defining active (own energy source), with one example for each.

Scoring breakdown

1 mark

Criteria

Correctly contrasts own-energy source (active) versus natural energy source (passive); examples are a bonus but not required for the single mark.

Common mark deductions

  • Stating both types detect 'reflected' energy without noting that active sensors supply their own.
  • Calling optical sensors 'active' because they process data electronically.

Key phrases to include

  • own energy source
  • natural (reflected/emitted) energy
  • radar / SAR / LiDAR (active examples)
  • optical / thermal (passive examples)

State TWO advantages of active microwave (SAR) sensors over passive optical sensors for mapping the Philippines. [2 marks]

Active vs Passive Sensorseasyshort answer2 marks

Examiner tip

Philippine context (typhoons, persistent cloud cover) instantly elevates a generic answer to a locally relevant, high-scoring response. Examiners reward this.

Model answer

  1. Cloud penetration: SAR transmits microwave energy (wavelength 1 mm–1 m) that passes through cloud cover, which is essential in the Philippines where typhoon-related overcast conditions frequently render optical imagery unusable.
  2. Day-and-night operation: Because SAR supplies its own illumination, it can acquire data at night, enabling 24-hour monitoring of rapidly evolving events such as flooding or volcanic ash deposition.

Answer structure

  • Point 1: Name the advantage (cloud penetration) + technical justification (microwave wavelength) + Philippine context.
  • Point 2: Name the advantage (day-and-night) + technical justification (own illumination) + application example.

Scoring breakdown

1 mark

Criteria

First correct advantage with a technical reason (cloud/weather penetration due to microwave wavelength).

1 mark

Criteria

Second correct advantage with a technical reason (all-weather/night-time capability due to active illumination).

Common mark deductions

  • Listing two advantages without providing any technical justification for either.
  • Giving 'better resolution' as an advantage—this is not a general advantage of SAR over optical.
  • Repeating the same concept (cloud and rain are essentially the same advantage) instead of two distinct ones.

Key phrases to include

  • microwave wavelength
  • penetrates cloud cover
  • all-weather
  • own illumination / active energy
  • day-and-night operation

A satellite sensor has a spatial resolution of 10 m and an across-track swath width of 290 km. Calculate the number of pixels in one across-track scan line. [2 marks]

Remote Sensing — Spatial Resolution & Swatheasynumerical2 marks

Examiner tip

Unit conversion is tested as much as the formula itself. Always write the conversion step explicitly. Examiners award 1 mark for the correct method even if arithmetic is wrong.

Model answer

Given:
Spatial resolution (pixel size) = 10 m
Swath width = 290 km = 290 000 m

Formula:
Number of pixels = Swath width / Spatial resolution

Substitution:
Number of pixels = 290 000 m / 10 m

Answer:
Number of pixels = 29 000 pixels per scan line

Answer structure

  • Line 1–2: List all given data with units converted to SI (km → m).
  • Line 3: Write the formula explicitly.
  • Line 4: Substitute values.
  • Line 5: State the final numerical answer with the correct unit ('pixels per scan line').

Scoring breakdown

1 mark

Criteria

Correct formula stated and correct unit conversion (290 km to 290 000 m).

1 mark

Criteria

Correct final answer of 29 000 pixels per scan line with the unit stated.

Common mark deductions

  • Failing to convert km to m before dividing (giving 29 instead of 29 000).
  • Omitting the unit 'pixels' from the final answer.
  • Not writing the formula—partial marks require an explicit formula.

Key phrases to include

  • Swath width / Spatial resolution
  • 290 000 m
  • 29 000 pixels per scan line

Distinguish between vector and raster data models in GIS. [2 marks]

GIS Data Modelseasyshort answer2 marks

Examiner tip

Mentioning PD 1529 (Property Registration Decree) in the context of cadastral parcel polygons demonstrates professional awareness and often earns an additional nod from examiners.

Model answer

Vector data model represents geographic features as discrete geometric primitives—points, lines, and polygons—with associated attribute tables. It is best suited for precise, discrete features such as cadastral parcel boundaries (relevant under PD 1529) or road networks.

Raster data model represents geographic phenomena as a regular grid of equal-sized cells (pixels), each storing a single attribute value. It is best suited for continuous spatial phenomena such as terrain elevation (DEM), slope, or satellite imagery.

Answer structure

  • Sentence 1 (Vector): Define the data primitives (point, line, polygon) + best-use case example.
  • Sentence 2 (Raster): Define the grid-cell structure + best-use case example.

Scoring breakdown

1 mark

Criteria

Correct definition of vector model (geometric primitives: point, line, polygon; discrete features).

1 mark

Criteria

Correct definition of raster model (regular grid/cells; continuous surfaces).

Common mark deductions

  • Describing vector as 'more accurate' and raster as 'less accurate' without referencing feature type suitability.
  • Omitting the specific geometric primitives (point, line, polygon) for the vector definition.

Key phrases to include

  • discrete geometric primitives
  • point, line, polygon
  • attribute table
  • regular grid of cells
  • continuous surface
  • DEM / elevation

Explain the concept of spectral signature and its importance in remote-sensing image classification. [3 marks]

Spectral Signatures & Image Classificationmediumshort answer3 marks

Examiner tip

The 3-mark structure demands three distinct ideas. Markers are instructed to award one mark per idea cluster. If you write one long paragraph covering only one idea, you score 1 out of 3.

Model answer

A spectral signature is the characteristic pattern of electromagnetic energy reflected or emitted by a material across multiple wavelength bands. Each land-cover type (e.g., healthy vegetation, bare soil, water, urban concrete) reflects and absorbs energy differently in the visible, near-infrared, short-wave infrared, and thermal bands, producing a unique spectral 'fingerprint.'

Importance in classification:
Image classification algorithms (supervised or unsupervised) compare the spectral values of each pixel against reference spectral signatures stored in a training library. Pixels whose multispectral values match a class signature are assigned to that land-cover category. For example, healthy vegetation strongly reflects in the near-infrared (NIR) band (~0.7–1.3 µm) but absorbs strongly in the red band (~0.6–0.7 µm)—this contrast is exploited by vegetation indices such as NDVI.

Without reliable spectral signatures, classification accuracy degrades because spectrally similar materials (e.g., concrete and dry sand) would be misclassified.

Answer structure

  • Paragraph 1 (Definition): Define spectral signature precisely—unique reflectance/emission pattern across wavelength bands.
  • Paragraph 2 (Mechanism): Explain how classification uses signatures—comparison of pixel DN values to training library, supervised vs. unsupervised mention.
  • Paragraph 3 (Example + consequence): Cite a concrete example (NIR reflectance of vegetation, NDVI) and state what happens without accurate signatures.

Scoring breakdown

1 mark

Criteria

Correct definition: characteristic reflectance/emission pattern of a material across spectral bands.

1 mark

Criteria

Correct explanation of how signatures are used in classification (pixel-to-signature comparison, training data).

1 mark

Criteria

Relevant example (vegetation NIR behaviour, NDVI, or equivalent) and/or consequence of poor signatures (misclassification).

Common mark deductions

  • Defining spectral signature as just 'colour' without referencing multiple spectral bands.
  • Omitting the classification application—the question explicitly asks for importance in classification.
  • Not providing any example of a specific material and its spectral behaviour.

Key phrases to include

  • characteristic reflectance pattern
  • multiple wavelength bands
  • land-cover class
  • training library / training samples
  • pixel assignment
  • near-infrared (NIR)
  • NDVI
  • supervised / unsupervised classification

List and briefly describe the FOUR types of resolution in remote sensing. [3 marks]

Remote Sensing Resolutionsmediumshort answer3 marks

Examiner tip

Examiners marking a 3-mark answer covering 4 items will typically group marks: 1 for the first pair, 1 for radiometric, 1 for temporal + any example. Ensure radiometric resolution is not omitted—it is the most commonly missed type.

Model answer

The four resolution types in remote sensing are:

  1. Spatial resolution — the minimum ground distance represented by one pixel (e.g., 0.5 m for WorldView-3, 30 m for Landsat 8). Finer spatial resolution means smaller features can be detected.
  2. Spectral resolution — the number and width of spectral bands a sensor records. A hyperspectral sensor may record hundreds of narrow bands, enabling detailed material discrimination, while a panchromatic sensor records only one broad band.
  3. Radiometric resolution — the number of discrete digital number (DN) levels used to encode energy intensity, expressed as bit depth (e.g., 8-bit = 256 levels; 12-bit = 4096 levels). Higher radiometric resolution allows detection of subtle reflectance differences.
  4. Temporal resolution — the frequency (revisit interval) with which a sensor re-images the same area (e.g., Landsat 8: 16 days; Sentinel-1 SAR: 6–12 days). Finer temporal resolution supports change detection and monitoring applications.

Answer structure

  • Numbered list of four items (spatial, spectral, radiometric, temporal).
  • Each item: term in bold/underline + one-sentence definition + one sensor example or application.

Scoring breakdown

1 mark

Criteria

Correctly defining spatial and spectral resolution with distinguishing characteristics.

1 mark

Criteria

Correctly defining radiometric resolution (bit depth / DN levels).

1 mark

Criteria

Correctly defining temporal resolution (revisit interval) with an application or example.

Common mark deductions

  • Confusing radiometric resolution with spatial resolution (both deal with 'detail' in a general sense).
  • Writing only the names without any description—the question says 'briefly describe.'
  • Listing only three of the four types.

Key phrases to include

  • ground pixel size
  • number and width of spectral bands
  • bit depth / digital number (DN)
  • revisit interval / temporal frequency
  • hyperspectral
  • change detection

Why must all layers in a GIS project share a common coordinate system and datum? Illustrate with a Philippine example. [3 marks]

GIS Coordinate Systems & Datum Consistencymediumshort answer3 marks

Examiner tip

Citing PD 1529 and specific datum names (PRS92, LD1911) immediately marks you as a professional-level candidate. Quantifying the offset (~120–200 m) makes the answer definitively superior.

Model answer

GIS spatial analysis—including overlay, buffering, and distance measurement—depends on each layer occupying the same mathematical reference frame. If two layers use different coordinate systems or datums, the coordinates of features are computed relative to different origins and ellipsoids, causing geometric misalignment when the layers are overlaid.

Philippine Example: Suppose a cadastral map of Quezon City is georeferenced to the old Luzon Datum 1911 (LD1911) using the Clarke 1866 ellipsoid, while a new satellite-derived orthophoto is referenced to PRS92 (based on WGS84/GRS80 ellipsoid). LD1911 and PRS92 can differ by up to approximately 120–200 m horizontally in some areas. Overlaying these two layers without a datum transformation would misplace parcel boundaries by hundreds of metres, leading to serious errors in cadastral delineation under PD 1529 (Property Registration Decree).

All GIS layers should therefore be consistently referenced to PRS92 (for the Philippines) or a single defined projection such as PPCS Zone III or UTM Zone 51N, with datum transformations applied to legacy data before overlay.

Answer structure

  • Paragraph 1 (Principle): Explain why a common coordinate system is required—mathematical reference frame, overlay mathematics.
  • Paragraph 2 (Philippine example): Name the two specific systems (LD1911 vs PRS92), quantify the misalignment (~120–200 m), and cite PD 1529.
  • Paragraph 3 (Solution): State the correct practice—use PRS92 / PPCS, apply datum transformations to legacy data.

Scoring breakdown

1 mark

Criteria

Correct principle: different coordinate systems/datums cause geometric misalignment in overlay operations.

1 mark

Criteria

Relevant Philippine example involving specific datums (LD1911, PRS92) or specific projections (PPCS, UTM).

1 mark

Criteria

Quantified or qualified consequence (e.g., hundreds of metres offset) and/or reference to PD 1529 or professional/legal implications.

Common mark deductions

  • Providing only a vague statement ('layers won't match') without explaining why mathematically.
  • Inventing a Philippine example that uses incorrect datum names.
  • Failing to mention that datum transformations must be applied—not just selecting the same projection label.

Key phrases to include

  • common reference frame
  • geometric misalignment
  • datum transformation
  • PRS92
  • Luzon Datum 1911 (LD1911)
  • PPCS / UTM Zone
  • PD 1529

Describe the process of supervised image classification in remote sensing, including training, classification, and accuracy assessment steps. [5 marks]

Image Classification & Accuracy Assessmenthardlong answer5 marks

Examiner tip

A 5-mark answer requires at least five separable, examinable ideas. Use numbered steps so the examiner can efficiently allocate marks. Vague prose risks missing mark-triggering statements even when the student knows the material.

Model answer

Supervised image classification is a process by which pixels in a multispectral image are assigned to predefined land-cover categories based on spectral training data collected from known sites.

Step 1 — Training Sample Collection:
The analyst selects representative areas on the image called training sites (or regions of interest, ROIs) for each target land-cover class (e.g., forest, agricultural land, built-up area, water body, bare soil). The spectral statistics (mean DN, standard deviation, and covariance matrix) of these sites form the training signature for each class.

Step 2 — Classification Algorithm Application:
A classification algorithm assigns every pixel in the image to the most probable class by comparing its spectral vector to the training signatures. Common algorithms include:

  • Maximum Likelihood Classifier (MLC) — probabilistic, assumes Gaussian distribution of class statistics.
  • Support Vector Machine (SVM) — discriminant-function-based, effective for high-dimensional data.
  • Random Forest — ensemble decision-tree method suitable for large datasets.

Step 3 — Output Map Production:
The result is a thematic map where each pixel carries a class label instead of a DN value. For Philippine NAMRIA products, this may be referenced to PPCS on PRS92 datum.

Step 4 — Accuracy Assessment:
A set of ground-truth points (independent of training sites) is collected by field survey or from high-resolution reference imagery. A confusion matrix (error matrix) is constructed, comparing classified labels to true labels. Key metrics derived:

  • Overall Accuracy (OA) = (correctly classified pixels) / (total reference pixels) × 100%
  • Producer's Accuracy — how often real features are classified correctly (omission error).
  • User's Accuracy — how often classified pixels actually represent that class (commission error).
  • Kappa Coefficient (κ) — measures agreement beyond chance; κ > 0.80 indicates strong agreement.

Step 5 — Post-classification Refinement:
If accuracy is below acceptable thresholds (typically OA ≥ 85%, κ ≥ 0.80 for cadastral-grade work), additional training samples are collected or the algorithm parameters are adjusted, and classification is repeated.

Answer structure

  • Introductory sentence: define supervised classification in one sentence.
  • Step 1: Training sample collection — ROIs, spectral statistics.
  • Step 2: Classification algorithm — name at least 2 algorithms with brief descriptions.
  • Step 3: Thematic map output — mention projection/datum for Philippine context.
  • Step 4: Accuracy assessment — confusion matrix, OA, Kappa coefficient with formula or description.
  • Step 5: Post-classification refinement — iterative improvement loop.

Scoring breakdown

1 mark

Criteria

Correct definition of supervised classification and explanation of training site (ROI) collection with spectral statistics.

1 mark

Criteria

Correct description of classification algorithm application; naming at least two valid algorithms.

1 mark

Criteria

Correct description of thematic map output with mention of projection/datum or NAMRIA/Philippine context.

1 mark

Criteria

Correct explanation of accuracy assessment using a confusion matrix; at least two accuracy metrics defined (OA, Kappa, Producer's/User's accuracy).

1 mark

Criteria

Mention of iterative refinement, threshold values, or consequence of low accuracy (re-training/re-classification).

Common mark deductions

  • Describing the process without distinguishing it from unsupervised classification (no mention of predefined classes or analyst input).
  • Omitting the accuracy assessment step entirely—this is the most frequently dropped step in student answers.
  • Naming only one classification algorithm.
  • Not defining key accuracy metrics (e.g., writing 'accuracy is checked' without mentioning the confusion matrix or Kappa).
  • Omitting coordinate system or datum reference—marks are available for Philippine professional context.

Key phrases to include

  • training sites / regions of interest (ROIs)
  • spectral signature / training statistics
  • Maximum Likelihood Classifier
  • thematic map
  • confusion matrix / error matrix
  • Overall Accuracy
  • Kappa coefficient
  • omission / commission error
  • ground-truth points
  • PPCS / PRS92

A geodetic engineer is tasked with mapping flood inundation in Northern Luzon during Typhoon Season. The area is persistently cloud-covered. Recommend a remote-sensing approach, justifying your choice of sensor type, wavelength band, and temporal resolution requirement. [5 marks]

Active vs Passive Sensors / Applied Remote Sensinghardcase study5 marks

Examiner tip

Case-study questions are marked holistically but examiners still allocate one mark per major component. Each of your five sections should begin with a clear topic sentence so the examiner can quickly confirm that the mark criterion is satisfied.

Model answer

Recommended Approach: Synthetic Aperture Radar (SAR) — Active Microwave Remote Sensing

  1. Sensor Type — Active SAR (e.g., Sentinel-1, ALOS-2 PALSAR-2):

SAR is an active sensor that transmits its own microwave pulses and records backscatter. Unlike passive optical sensors (Landsat, Sentinel-2), SAR energy is not blocked by cloud cover or rain, making it the only viable sensor type when persistent typhoon cloud cover renders optical imagery unusable over Northern Luzon.

  1. Wavelength Band Selection:

    • C-band SAR (5.6 cm, Sentinel-1): Widely used for flood mapping; smooth water surfaces appear as very low-backscatter (dark) areas due to specular reflection away from the sensor, creating high contrast against flooded vegetation or urban areas.
    • L-band SAR (23 cm, ALOS-2 PALSAR-2): Penetrates vegetation canopy more effectively, enabling detection of flooding beneath forest or rice-paddy areas typical in Cagayan Valley and Pampanga River Basin.

    Recommendation: C-band for open flood plains; L-band if vegetated inundation mapping is required.

  2. Temporal Resolution Requirement:

Flood extent changes rapidly during a typhoon event. A minimum revisit interval of 6–12 days (Sentinel-1 dual-satellite configuration provides ~6-day revisit over the Philippines) is needed. Ideally, pre-event (dry) and post-event (flood peak) image pairs are acquired within 24–48 hours of peak flooding for change-detection-based flood mapping using interferometric coherence or backscatter differencing.

  1. Processing Approach:

Change detection: Compare pre-event vs. post-event SAR backscatter (σ⁰). Flooded pixels exhibit significant backscatter decrease (specular reflection). Apply a threshold-based classification. Reference the output to PRS92 / PPCS Zone II or III (covering Northern Luzon) for integration with NAMRIA base maps and PHIVOLCS/PAGASA disaster-response GIS layers.

  1. Philippine Regulatory Context:

The resulting flood-inundation map can be shared with NDRRMC under its mandate and incorporated into LGU hazard maps as required by RA 10121 (DRRM Act). NAMRIA, as the national mapping authority, may use these data to update official flood hazard maps.

Answer structure

  • Part 1: Justify SAR sensor type — cloud penetration, active energy, contrast with optical.
  • Part 2: Justify wavelength band — C-band vs L-band properties, recommendation with reason.
  • Part 3: Justify temporal resolution — quantify revisit interval, explain pre/post event pair.
  • Part 4: Describe processing approach — change detection, thresholding, output projection.
  • Part 5: Philippine regulatory/institutional context — NDRRMC, NAMRIA, PAGASA, RA 10121.

Scoring breakdown

1 mark

Criteria

Correct recommendation of active SAR (or equivalent active microwave sensor) with justification of cloud penetration capability.

1 mark

Criteria

Correct identification of appropriate wavelength band (C-band or L-band) with physical/technical justification (specular reflection, canopy penetration).

1 mark

Criteria

Correct quantification of temporal resolution requirement (6–12 day revisit minimum) with explanation of pre/post image change detection.

1 mark

Criteria

Description of SAR-based processing workflow (backscatter differencing, thresholding, or interferometric coherence) with correct projection reference (PRS92/PPCS).

1 mark

Criteria

Reference to Philippine institutional/regulatory context (NDRRMC, NAMRIA, RA 10121, PAGASA, or equivalent) demonstrating professional awareness.

Common mark deductions

  • Recommending an optical sensor (Landsat, Sentinel-2) for a cloud-covered area—this is a fundamental error that loses the first mark entirely.
  • Stating 'radar' without specifying SAR or the relevant band (C or L).
  • Not quantifying the temporal resolution (writing 'frequent' instead of a specific revisit interval).
  • Omitting the processing methodology—the question asks for an 'approach,' not just a sensor recommendation.
  • No Philippine institutional reference—generic answers score lower than professionally contextualized ones.

Key phrases to include

  • Synthetic Aperture Radar (SAR)
  • active sensor
  • cloud penetration
  • microwave backscatter
  • C-band / L-band
  • specular reflection
  • pre-event / post-event image pair
  • change detection
  • PRS92 / PPCS Zone II or III
  • NDRRMC / NAMRIA
  • Sentinel-1 / ALOS-2

What is temporal resolution? Give an example relevant to disaster monitoring in the Philippines. [1 mark]

Remote Sensing Resolutionseasyvery short answer1 mark

Examiner tip

Using a specific sensor name and a Philippine context (typhoon monitoring, Cagayan flooding) converts a borderline 0.5-mark answer into a confident full-mark answer.

Model answer

Temporal resolution is the frequency or revisit interval at which a satellite sensor re-images the same geographic area (e.g., Sentinel-1 SAR revisits the Philippines approximately every 6–12 days, enabling rapid monitoring of typhoon-induced floods in Luzon).

Answer structure

  • Single sentence: define temporal resolution as revisit frequency/interval + cite a specific sensor and Philippine disaster-monitoring application.

Scoring breakdown

1 mark

Criteria

Correct definition (revisit interval/frequency) with any relevant example (Philippine disaster monitoring or equivalent real-world application).

Common mark deductions

  • Defining temporal resolution as 'how clear the image is over time'—confusing it with spatial or radiometric resolution.
  • Omitting any example when the question explicitly asks for one.

Key phrases to include

  • revisit interval
  • frequency of re-imaging
  • days

Classify each of the following as VECTOR or RASTER data in GIS and justify your choice: (a) cadastral parcel boundaries, (b) satellite-derived rainfall surface, (c) road centerlines, (d) slope map derived from a DEM. [2 marks]

GIS Data Modelsmediumshort answer2 marks

Examiner tip

The key diagnostic question for vector vs. raster is: 'Is this a discrete object with defined boundaries, or a continuously varying phenomenon?' Apply this mental test before writing your answer.

Model answer

(a) Cadastral parcel boundaries — VECTOR (polygon): These are discrete, precisely delineated property units with legal boundaries under PD 1529; polygons are the appropriate primitive.

(b) Satellite-derived rainfall surface — RASTER: Rainfall varies continuously across space; a grid of cells, each holding a precipitation value, is the appropriate model for this continuous phenomenon.

(c) Road centerlines — VECTOR (line): Roads are discrete linear features with precise alignment and topology; line features in a vector network are the correct model.

(d) Slope map derived from a DEM — RASTER: Slope is a continuous surface derived cell-by-cell from a DEM grid; the output is itself a raster where each cell holds a slope value in degrees.

Answer structure

  • Label each (a–d) clearly.
  • State VECTOR or RASTER in capitals.
  • Provide one-clause justification linking the data type to the nature of the phenomenon (discrete vs. continuous).
  • At least one Philippine law/context reference (PD 1529 for parcels) to score above minimum.

Scoring breakdown

1 mark

Criteria

Items (a) and (c) correctly identified as vector with valid justification (discrete features, geometric primitives).

1 mark

Criteria

Items (b) and (d) correctly identified as raster with valid justification (continuous surface/phenomenon).

Common mark deductions

  • Classifying slope map as vector because 'it has numbers'—slope is a continuous surface.
  • Classifying rainfall surface as vector because rain is measured at point stations—the derived surface is raster.
  • Providing no justification—marks are explicitly awarded for reasoning, not just the label.

Key phrases to include

  • discrete features
  • continuous surface
  • polygon / line / point
  • grid of cells
  • PD 1529
  • DEM-derived

Explain the concept of GIS overlay analysis and describe TWO types of overlay operations used in cadastral and land-use planning applications in the Philippines. [3 marks]

GIS Analysis — Overlaymediumshort answer3 marks

Examiner tip

Citing Philippine laws (PD 1529, CA 141, RA 8560, RA 7586) in GIS application answers is one of the fastest ways to differentiate your response from a generic textbook answer. Examiners at the PRC level expect professional legal awareness.

Model answer

GIS overlay analysis is the process of combining two or more spatially coincident layers to create a new output layer that integrates the geometry and attributes of all input layers. Overlay requires that all participating layers share a common datum and projection (e.g., PRS92 / PPCS Zone III for Visayas).

Type 1 — Intersect Overlay:
The output contains only the geographic areas common to all input layers, with attributes merged from all inputs. Example application: Overlaying a cadastral parcel polygon layer (RA 4374 / PD 1529) with a NIPAS protected-area layer to identify parcels that fall within legally restricted zones under RA 7586, generating a list of conflict areas for DENR adjudication.

Type 2 — Union Overlay:
The output contains the full extent of all input layers, merging all geometries and attributes (including non-overlapping areas). Example application: Unioning a municipal land-use zone layer with an agricultural land classification layer (under RA 8560 / CA 141) to produce a composite land-use map showing all zone boundaries and their corresponding classifications across the entire municipality.

Answer structure

  • Paragraph 1: Define overlay analysis + mention coordinate system requirement.
  • Type 1 (Intersect): Define + Philippine cadastral/legal example with specific law citation.
  • Type 2 (Union): Define + Philippine land-use planning example with specific law citation.

Scoring breakdown

1 mark

Criteria

Correct definition of GIS overlay analysis including the requirement for shared coordinate system/datum.

1 mark

Criteria

Correct definition and application of Intersect overlay with a relevant Philippine example.

1 mark

Criteria

Correct definition and application of Union overlay with a relevant Philippine example.

Common mark deductions

  • Confusing overlay with map display (just viewing multiple layers on screen is not overlay analysis).
  • Describing only one overlay type when two are required.
  • Using generic examples without Philippine law or agency references—these are available marks.

Key phrases to include

  • spatially coincident layers
  • merged geometry and attributes
  • common datum and projection
  • Intersect — common area only
  • Union — full extent of all inputs
  • PD 1529 / RA 8560 / CA 141
  • NIPAS / DENR

A satellite sensor with an IFOV (Instantaneous Field of View) of 42.5 µrad (microradians) orbits at an altitude of 705 km. Calculate the ground pixel size (spatial resolution) in metres. [3 marks]

Remote Sensing — IFOV and Ground Resolutionmediumnumerical3 marks

Examiner tip

Always perform a sanity check for sensor-related numerical problems. If your GSD calculation gives a value consistent with a known sensor (Landsat, Sentinel, WorldView), say so explicitly. It earns no extra mark formally, but it demonstrates engineering judgment and removes any doubt about your answer.

Model answer

Given:
IFOV = 42.5 µrad = 42.5 × 10⁻⁶ rad
Orbital altitude H = 705 km = 705 000 m

Formula:
Ground pixel size (GSD) = IFOV × H
(for small angles, arc length ≈ IFOV in radians × slant range)

Substitution:
GSD = 42.5 × 10⁻⁶ rad × 705 000 m
GSD = 42.5 × 10⁻⁶ × 7.05 × 10⁵
GSD = 42.5 × 0.705
GSD = 29.9625 m

Rounded Answer:
GSD ≈ 30 m

This is consistent with the Landsat 8/9 OLI sensor (30 m spatial resolution at 705 km altitude), confirming the reasonableness of the answer.

Answer structure

  • List given data with unit conversions (µrad → rad; km → m).
  • State the formula: GSD = IFOV × H.
  • Show full substitution with scientific notation.
  • State the final numerical answer with units (metres).
  • Include a sanity check — reference to a known sensor (Landsat 30 m at 705 km).

Scoring breakdown

1 mark

Criteria

Correct identification of the formula GSD = IFOV × H, and correct unit conversions (µrad → rad; km → m).

1 mark

Criteria

Correct numerical substitution and arithmetic leading to ≈30 m.

1 mark

Criteria

Correct final answer stated as approximately 30 m with the unit 'metres', and/or a sanity-check reference.

Common mark deductions

  • Forgetting to convert µrad to rad (computing 42.5 × 705 000 = 29 962 500 m — an obviously wrong answer).
  • Forgetting to convert km to m.
  • Omitting the formula step — no formula means no partial credit if the arithmetic is wrong.
  • Giving the answer without units.

Key phrases to include

  • IFOV in radians
  • GSD = IFOV × H
  • 42.5 × 10⁻⁶ rad
  • 705 000 m
  • ≈ 30 m
  • Landsat reference check

Describe the role of GIS in cadastral land administration in the Philippines, citing at least TWO relevant Philippine laws and ONE specific GIS operation. [5 marks]

GIS in Philippine Cadastral Administrationhardlong answer5 marks

Examiner tip

For 5-mark essay answers, use numbered headings matching your answer structure (1. Legal Framework, 2. GIS Operation, etc.). This allows the examiner to quickly map your content to mark criteria and reduces the risk of a mark being missed because it was buried in a dense paragraph.

Model answer

Introduction:
GIS plays a central role in modern Philippine cadastral land administration by providing a spatially referenced, digitally integrated platform for recording, managing, analyzing, and presenting land parcel information. It replaces error-prone manual drawing board methods and enables rapid spatial queries, overlay analysis, and map production at scale.

  1. Legal Framework:

    • PD 1529 (Property Registration Decree, 1978): Mandates systematic and sporadic cadastral surveys to establish titles on Torrens system parcels. GIS enables the digital storage and spatial querying of cadastral boundaries and title attributes in a single geodatabase, eliminating the paper-based CAD-drawing approach.
    • CA 141 (Public Land Act, 1936, as amended by RA 8560): Governs the classification, disposition, and alienation of public land. GIS overlay analysis is used to determine whether a parcel falls within alienable and disposable (A&D) land, forest land, or protected area, supporting DENR land classification decisions.
    • RA 4374 (Cadastral Survey Law): Establishes the legal basis for cadastral surveys; GIS serves as the digital platform for storing and managing the resulting parcel maps.
  2. Specific GIS Operation — Overlay Analysis for Land Classification:

A GIS intersect overlay of a cadastral parcel polygon layer (PRS92 / PPCS Zone IV for Mindanao, for example) with the NAMRIA Forest Land Use Map and a NIPAS protected-area layer (under RA 7586) immediately identifies parcels that encroach on alienation-prohibited land. This operation, which would take weeks manually, is completed in minutes and produces an attribute-enriched output usable directly for DENR administrative action.

  1. Cadastral GIS Database (CLMIS):

The DENR's Comprehensive Land Management Information System (CLMIS) and the LRA's Land Registry use GIS-based cadastral databases to store parcel geometries, ownership records, encumbrances, and survey control ties — all georeferenced to PRS92. This integration enables LGUs to query tax maps, verify lot areas, and generate certificates of land ownership from a single authoritative source.

  1. Quality Control and Datum Consistency:

All cadastral GIS layers must be consistently referenced to PRS92 (the national datum under RA 8560's implementing rules) and the appropriate PPCS zone. Legacy cadastral maps on Luzon Datum 1911 require a 7-parameter Helmert transformation before integration. Failure to harmonize datums creates parcel boundary mismatches that lead to title disputes and costly resurvey.

  1. Professional Responsibility:

Under RA 8560, only licensed Geodetic Engineers may conduct cadastral surveys and sign the corresponding plans. The GIS-based cadastral products are official legal documents; their accuracy, datum correctness, and signature of the geodetic engineer carry legal force. Errors in GIS layer production can result in administrative sanctions under the PRC and civil liability under PD 1529.

Answer structure

  • Introduction (2–3 sentences): Define the role of GIS in cadastral administration.
  • Part 1 — Legal Framework: Cite at least 2 Philippine laws (PD 1529, CA 141, RA 4374, RA 8560) with brief descriptions linking each law to a GIS function.
  • Part 2 — Specific GIS Operation: Describe one GIS operation (overlay/intersect, buffering, etc.) with a concrete Philippine cadastral example.
  • Part 3 — Institutional System: Mention DENR CLMIS, LRA, NAMRIA, or equivalent institution using GIS.
  • Part 4 — Datum/Projection Requirement: Explicitly state PRS92 / PPCS requirement and legacy datum transformation.
  • Part 5 — Professional Responsibility: Link to RA 8560, geodetic engineer licensing, legal force of GIS products.

Scoring breakdown

1 mark

Criteria

Clear definition of GIS's role in cadastral administration with reference to digital parcel management.

1 mark

Criteria

Correct citation and brief description of at least TWO Philippine laws relevant to cadastral land administration (PD 1529, CA 141, RA 4374, RA 8560).

1 mark

Criteria

Correct description of at least ONE specific GIS operation (overlay, buffer, query) with a Philippine cadastral application example.

1 mark

Criteria

Reference to datum/projection consistency (PRS92, PPCS) and the consequence of datum mismatch in cadastral GIS.

1 mark

Criteria

Reference to professional/institutional responsibility (RA 8560, licensed geodetic engineer, DENR/LRA/NAMRIA, legal force of cadastral GIS products).

Common mark deductions

  • Discussing GIS generically without any Philippine law citation—this loses the entire second mark.
  • Describing GIS operations without linking them to a specific cadastral use case.
  • Omitting the datum/projection requirement—a highly examinable topic at PRC level.
  • Not mentioning RA 8560 or the geodetic engineer's role—this loses the professional responsibility mark.
  • Writing a very long general introduction and running out of space for the required specific content.

Key phrases to include

  • PD 1529 — Torrens system
  • CA 141 — alienable and disposable land
  • RA 4374 / RA 8560 — geodetic engineer licensing
  • PRS92 / PPCS
  • intersect overlay
  • A&D vs forest land
  • NAMRIA / DENR / LRA
  • datum transformation
  • licensed geodetic engineer

Mark wise strategy

Deliver a single, precise definitional sentence that contains the key technical term, its core attribute, and—where possible—a real sensor or Philippine example. Do not attempt to elaborate; additional sentences do not earn extra marks and waste time.

1 mark1–2 lines (approximately 20–40 words)1–2 minutes

Do

  • Open with the term you are defining.
  • Include the unit or a quantitative reference (e.g., 'in metres,' '6–12 days').
  • Cite a real sensor, law, or Philippine context if the question permits.
  • Write legibly and finish within 90 seconds.

Don't

  • Do not write more than 3 lines for a 1-mark answer.
  • Do not confuse resolution types (spatial, spectral, radiometric, temporal).
  • Do not repeat the question in your answer—start directly with the response.
  • Do not leave blank—partial language still earns 0.5 marks in some rubrics.

Treat 2-mark answers as two distinct 1-mark answers joined logically. State Idea 1 (with justification) and Idea 2 (with justification). For numerical problems, show Given → Formula → Substitution → Answer. Each mark has a specific trigger phrase; ensure both are present.

2 marks3–6 lines (approximately 60–100 words)3–4 minutes

Do

  • Use numbered or bulleted format to separate the two ideas.
  • For numerical questions, show all steps even if the arithmetic is trivial.
  • Convert units explicitly (km to m, µrad to rad) on a separate line.
  • Cite a Philippine example or law for the second mark where applicable.

Don't

  • Do not give one long explanation that covers only one idea.
  • Do not give two examples of the same idea—they must be genuinely distinct.
  • Do not omit units from numerical answers.
  • Do not use vague adjectives ('better,' 'clearer') instead of technical terms.

Structure the answer as three clearly separable content clusters—one per mark. Use paragraph breaks or numbered points. Include: (1) definition/concept, (2) mechanism/process or second distinguishing concept, (3) example, Philippine application, or quantitative detail. Avoid writing a single dense paragraph that the examiner must mine for marks.

3 marks8–15 lines (approximately 120–200 words)5–7 minutes

Do

  • Use a numbered list or short paragraph per mark criterion.
  • Include at least one Philippine law, sensor, or institutional reference.
  • Define technical terms before using them in explanation.
  • Check that each paragraph answers a different aspect of the question.

Don't

  • Do not write three examples of the same concept—examiners award only one mark per unique idea.
  • Do not introduce a concept in the last sentence when it should have been in the first.
  • Do not exceed 200 words—brevity with precision is rewarded.
  • Do not omit the accuracy assessment step in classification questions.

Treat the 5-mark answer as a structured mini-essay with five distinct scorable components. Use a brief introduction, numbered or labelled sections (not more than 5–6), and a one-sentence conclusion. Allocate approximately 2–3 minutes per mark component. Professional references (RA numbers, datum names, agency acronyms) are especially valuable at this mark level because they differentiate high-scoring from average answers.

5 marks20–35 lines (approximately 300–450 words)10–14 minutes

Do

  • Write a short introductory sentence, then use numbered headings for each component.
  • Cite at least two Philippine laws, one specific sensor or instrument, and one datum/projection.
  • Include a quantitative element (formula, computed value, or threshold percentage) in at least one section.
  • Reserve the last 1 minute for review—check that five distinct mark-triggering statements are present.
  • Use diagrams only if they add non-textual information and can be drawn in under 90 seconds.

Don't

  • Do not write five paragraphs that all say the same thing differently.
  • Do not spend more than 14 minutes on any single 5-mark question.
  • Do not omit the datum/projection consistency requirement—it is worth one full mark in GIS answers.
  • Do not use generic global examples when Philippine-specific examples are available.
  • Do not write a conclusion that merely repeats the introduction—use the last sentence to state a professional implication.

General answer writing tips

  • Always open a concept question with a one-sentence definition using the exact technical term (e.g., 'Spatial resolution is the minimum ground distance distinguishable by a sensor as a single pixel.').
  • For numerical problems, write the given data, the formula, the substitution, and the final answer with correct SI units on separate lines—examiners award partial marks at each step.
  • When asked to distinguish or compare two concepts, use a two-column or 'A vs B' format: state the criterion, then the property of A, then the property of B.
  • Never conflate the four resolution types (spatial, spectral, radiometric, temporal)—board examiners regularly set trap questions that mix these terms.
  • For 'justify' or 'recommend' questions, follow the P-E-E structure: Point (your recommendation), Evidence (technical reason), Example (a real system or Philippine application).
  • Include units in every numerical answer; omitting units (e.g., writing 6167 instead of 6167 pixels) is a common one-mark deduction.
  • When a question involves GIS overlay or projection, explicitly state that all layers must share a common datum and projection (e.g., PRS92 / PPCS Zone V) to avoid misalignment—this signals mastery to the examiner.
  • Use diagrams only when they genuinely add information not already in your text; a poorly drawn, unlabeled diagram earns zero marks and wastes time.

Diagrams

Remote Sensing and GIS — Core Concepts Overview

A comprehensive mind map showing all major Remote Sensing and GIS topics covered in this chapter, including sensor types, the four resolution types, GIS data models and analysis operations, and the Philippine legal/institutional context. Use this as a mental checklist before writing any long-answer response to ensure no key concept is omitted.

Supervised Image Classification Workflow — Board Exam Answer Structure

A step-by-step flowchart of the supervised image classification workflow, from training sample collection through accuracy assessment and iterative refinement. This diagram maps directly to the 5-mark answer structure in Template T9, showing exactly which steps correspond to which mark criteria. The decision diamond for accuracy threshold (OA ≥ 85%, Kappa ≥ 0.80) is a frequently examined quantitative detail.

Active vs Passive Sensor Decision Guide for Philippine Mapping

A decision-tree flowchart guiding the sensor selection process for Philippine mapping tasks. Starting from the prevailing weather/time-of-day condition, the flowchart branches to active SAR (with C-band vs L-band selection based on target) or passive optical, and converges at the requirement to reference all output to PRS92/PPCS before GIS integration. This directly supports answer templates T2, T3, and T10.

GIS Overlay Analysis for Cadastral Land Administration — Philippine Context

A flowchart illustrating how GIS overlay analysis integrates cadastral parcel data (under PD 1529), land classification data (under CA 141), and NIPAS protected-area data (RA 7586) using Intersect and Union operations. The diagram shows both operation types, their different output extents, and how the results feed into DENR and LGU decision-making — directly supporting Template T13 and the 3-mark answer structure.

Distribution of Remote Sensing and GIS Topics in PRC Board Exams (Estimated)

An estimated distribution of Remote Sensing and GIS sub-topics as they appear in PRC Geodetic Engineer board examination questions, based on topic frequency in past exams and the syllabus weighting. Sensor types and resolutions dominate; coordinate systems and Philippine laws, though smaller in percentage, are high-yield because they appear in longer-answer questions where professional context earns disproportionate marks.

Remote Sensing and GIS is chapter 6 of 6 in the Photogrammetry & Cartography part of Super Tutor's GELE review. The Geodetic Engineer Licensure Examination is given by Professional Regulation Commission (PRC) — Board of Geodetic Engineering; its dates, format and passing rules are on the GELE page. See the GELE guide.

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