Certified Photogrammetrist Exam — Questions and Answers
Question 1: What are the three rotation angles used to describe camera orientation in standard photogrammetric convention?
- Omega, phi, kappa (Correct answer)
- Azimuth, elevation, bank
- Roll, pitch, yaw
- Alpha, beta, gamma
Correct answer: Omega, phi, kappa
In photogrammetry, the three rotation angles omega (ω), phi (φ), and kappa (κ) define the rotational orientation of the camera relative to the ground coordinate system.
Question 2: What is 'ground sample distance' (GSD) in digital photogrammetry?
- The distance between GPS ground control points
- The real-world size represented by one pixel in the image (Correct answer)
- The spacing between flight lines
- The minimum detectable elevation difference
Correct answer: The real-world size represented by one pixel in the image
GSD (Ground Sample Distance) is the real-world dimension represented by a single pixel in the image, determining the spatial resolution of the final mapping products.
Question 3: What is the purpose of a reseau grid (reseau plate) in analog aerial cameras?
- To provide reference marks for detecting and correcting film deformation (Correct answer)
- To improve image sharpness at the corners of the frame
- To filter ultraviolet radiation from sunlight
- To record the exact time of each exposure
Correct answer: To provide reference marks for detecting and correcting film deformation
A reseau grid contains precisely positioned crosses or dots imaged onto the film, allowing detection and correction of film deformation that may occur during processing or scanning.
Question 4: Identifying a building as a high school because it is adjacent to a running track and football field uses which interpretation element?
- Association (Correct answer)
- Size
- Pattern
- Tone
Correct answer: Association
Association uses related nearby features to identify an object.
Question 5: What is 'stereoscopic exaggeration' in photogrammetric viewing?
- The perceived amplification of vertical relief when the eye base is larger relative to the B/H ratio than normal human vision (Correct answer)
- The enhancement of image contrast in stereo viewing systems
- The distortion introduced by incorrect lens calibration
- The color enhancement applied to improve feature discrimination
Correct answer: The perceived amplification of vertical relief when the eye base is larger relative to the B/H ratio than normal human vision
Stereoscopic exaggeration is the perceived amplification of terrain relief when the base-to-height ratio exceeds that of normal human stereo vision (approximately 1/30), making slopes appear steeper than they are.
Question 6: Which type of camera is commonly used in aerial photogrammetry?
- Film projector
- Metric camera (Correct answer)
- Handheld DSLR
- Phone camera
Correct answer: Metric camera
A metric camera is specifically designed for photogrammetric applications due to its high geometric stability and precisely calibrated internal parameters. Unlike consumer cameras, metric cameras minimize lens distortions and provide accurate focal length and principal point information, which are essential for precise measurements and mapping. This ensures the geometric integrity required for photogrammetric processing.
Question 7: In photogrammetric software, what does 'tie point extraction' (e.g., SIFT, SURF) accomplish?
- Extracting control points from a GIS database automatically
- Extracting building rooftops from aerial images using AI
- Detecting distinctive image features and matching them across overlapping images for use in bundle adjustment (Correct answer)
- Scanning film negatives to produce digital images
Correct answer: Detecting distinctive image features and matching them across overlapping images for use in bundle adjustment
Algorithms like SIFT and SURF detect distinctive keypoints in images and match them across overlapping photos, creating the tie points used in bundle adjustment.
Question 8: What is the collinearity condition in photogrammetry?
- Three ground control points must form a right triangle
- Parallel flight lines must be equidistant
- The object point, perspective center, and image point all lie on a straight line (Correct answer)
- All tie points must be visible in at least three photos
Correct answer: The object point, perspective center, and image point all lie on a straight line
The collinearity condition states that the object point, the camera's perspective center, and the corresponding image point are collinear—forming the mathematical basis for photogrammetric equations.
Question 9: What is the 'y-parallax' in a stereopair, and what does excessive y-parallax indicate?
- Residual vertical displacement after relative orientation; it indicates incomplete relative orientation (Correct answer)
- The parallax introduced by atmospheric refraction
- The horizontal parallax difference used to measure elevation
- The vertical image displacement caused by relief; it indicates high terrain
Correct answer: Residual vertical displacement after relative orientation; it indicates incomplete relative orientation
Y-parallax is residual vertical displacement of conjugate points in a stereopair after relative orientation; excessive y-parallax indicates that the relative orientation is incomplete or incorrect.
Question 10: In digital orthophoto production, what causes 'smear' artifacts in urban areas?
- Excessive JPEG compression during orthophoto tile generation
- The use of a DTM (bare-earth) instead of a DSM (full surface) for rectification, causing building rooftops to smear across adjacent areas (Correct answer)
- GPS positioning errors causing misalignment of adjacent photos
- Atmospheric haze reducing image contrast in urban areas
Correct answer: The use of a DTM (bare-earth) instead of a DSM (full surface) for rectification, causing building rooftops to smear across adjacent areas
Smear artifacts in urban orthophotos occur when a bare-earth DTM is used for rectification, causing building rooftops—which are elevated above ground—to be incorrectly projected and smeared across adjacent areas.
Question 11: An aircraft flies at 60 m/s with a shutter speed of 1/500 s and no forward motion compensation. How far does the ground move during exposure?
- 0.03 m
- 0.12 m (Correct answer)
- 0.06 m
- 0.30 m
Correct answer: 0.12 m
Ground motion = 60 m/s × 0.002 s = 0.12 m.
Question 12: In a conformal projection grid, what does the convergence angle describe?
- The scale distortion at a point
- The angle between magnetic north and grid north
- The angle between grid north and geodetic (true) north (Correct answer)
- The difference between ellipsoid and orthometric heights
Correct answer: The angle between grid north and geodetic (true) north
Grid convergence is the angle between grid north and geodetic north, and it grows with distance from the central meridian.
Question 13: The collinearity condition in photogrammetry states that:
- Flight lines must be parallel for accurate triangulation
- Control points must be evenly distributed across the image block
- An object point, the camera perspective center, and its image point must lie on a single straight line (Correct answer)
- Images in a strip must have uniform scale throughout
Correct answer: An object point, the camera perspective center, and its image point must lie on a single straight line
The collinearity condition states that an object point, the camera's perspective center, and the corresponding image point must lie on the same straight line, which is the fundamental geometric basis of the photogrammetric equations.
Question 14: The image scale (s) of a vertical aerial photograph with focal length f taken at flying height H above datum is expressed as:
- s = f × H
- s = H / f
- s = f / H (Correct answer)
- s = f + H
Correct answer: s = f / H
Image scale equals focal length divided by flying height above datum (s = f/H); a longer focal length or lower flying height produces a larger (more detailed) scale.
Question 15: What is the primary purpose of aerial triangulation in photogrammetry?
- To generate color-balanced orthophotos automatically
- To calculate the focal length of the camera
- To determine the exterior orientation parameters of photographs without ground control at every photo (Correct answer)
- To measure the altitude of the aircraft during flight
Correct answer: To determine the exterior orientation parameters of photographs without ground control at every photo
Aerial triangulation determines exterior orientation parameters by using a network of tie points and sparse ground control, eliminating the need for ground control at every photograph.
Question 16: What does exterior orientation of a photograph define?
- The internal geometric parameters of the camera
- The image coordinate system origin
- The calibration parameters of the lens distortion
- The position and rotational attitude of the camera at the moment of exposure (Correct answer)
Correct answer: The position and rotational attitude of the camera at the moment of exposure
Exterior orientation defines the six parameters — X, Y, Z position and omega, phi, kappa rotation angles — describing where the camera was and how it was oriented when the photo was taken.
Question 17: What causes decentering (tangential) lens distortion?
- Curvature mismatch of the lens elements
- Atmospheric refraction of light rays
- Misalignment of optical elements from the optical axis within the lens system (Correct answer)
- Temperature variations during flight operations
Correct answer: Misalignment of optical elements from the optical axis within the lens system
Decentering distortion is caused by the physical misalignment or decentering of lens elements from the optical axis, producing an asymmetric distortion pattern.
Question 18: In the State Plane Coordinate System, which projection is typically used for states with a predominantly east-west extent such as Tennessee?
- Polyconic
- Transverse Mercator
- Oblique Mercator
- Lambert Conformal Conic (Correct answer)
Correct answer: Lambert Conformal Conic
Lambert Conformal Conic minimizes distortion along east-west bands between its standard parallels.
Question 19: In AT processing, what is a 'pass point'?
- A point measured in consecutive photos along a flight strip to pass geometry forward (Correct answer)
- A point where two flight lines cross
- A control point verified by the client
- The nadir point directly below the aircraft
Correct answer: A point measured in consecutive photos along a flight strip to pass geometry forward
A pass point is measured in consecutive overlapping photographs along a strip to propagate (pass) the geometry from one model to the next.
Question 20: Which factor converts a measured horizontal ground distance to a State Plane grid distance?
- Combined factor (grid scale factor times elevation factor) (Correct answer)
- Inverse flattening
- Grid convergence angle
- Geoid separation alone
Correct answer: Combined factor (grid scale factor times elevation factor)
Multiplying ground distance by the combined factor first reduces it to the ellipsoid and then applies projection scale.
Question 21: Which type of coordinate system is typically used in spatial analysis for mapping features on Earth?
- Color histogram scale
- Geographic coordinate system (latitude and longitude) (Correct answer)
- Thermal grid system
- Atmospheric layer grid
Correct answer: Geographic coordinate system (latitude and longitude)
A Geographic Coordinate System uses latitude and longitude to define precise locations on the Earth's curved surface. This system is fundamental for mapping and spatial analysis, providing a universal and standardized way to reference geographic features. It allows for accurate positioning and analysis of data across the globe.
Question 22: What is 'parallax bar measurement' used for in analogue stereo photogrammetry?
- Measuring x-parallax differences between points to compute relative elevations (Correct answer)
- Measuring the principal distance of the analogue plotter
- Measuring the y-parallax to detect relative orientation errors
- Calibrating the stage movement of a comparator
Correct answer: Measuring x-parallax differences between points to compute relative elevations
A parallax bar measures x-parallax differences between conjugate points in a stereopair, allowing height differences between terrain points to be calculated using the parallax formula.
Question 23: What is the purpose of 'edge matching' in stereo compilation projects?
- Aligning GPS trajectories from two different flight days
- Connecting control points across different coordinate zones
- Ensuring that map features compiled in adjacent stereomodels connect seamlessly at model boundaries (Correct answer)
- Matching the color histogram of adjacent photographs
Correct answer: Ensuring that map features compiled in adjacent stereomodels connect seamlessly at model boundaries
Edge matching ensures that map features (roads, contours, building outlines) compiled in adjacent stereomodels align perfectly at the boundaries between models, maintaining topological continuity.
Question 24: What is the main purpose of a Low Distortion Projection (LDP)?
- To keep grid and ground distances nearly equal across the project area (Correct answer)
- To remove the need for a geoid model
- To make rhumb lines straight
- To preserve area for thematic mapping
Correct answer: To keep grid and ground distances nearly equal across the project area
An LDP is scaled and positioned at the project's ground elevation so grid distances closely match ground distances.
Question 25: Which process is performed to ensure survey measurements are consistent with known benchmarks?
- Survey control (Correct answer)
- Image classification
- Data encryption
- Cloud correction
Correct answer: Survey control
Survey control refers to the process of establishing a network of precisely known points, called benchmarks, whose positions and elevations are determined with high accuracy. This network serves as a reference framework to ensure that all subsequent survey measurements are consistent, accurate, and tied into a common datum. It is fundamental for maintaining the integrity and reliability of survey data across projects.
Question 26: The Modulation Transfer Function (MTF) in optical and sensor systems is used to measure:
- The sensor dark current noise level
- The radial lens distortion profile
- The ability of the system to resolve and transfer spatial frequency detail (Correct answer)
- The accuracy of onboard GPS position measurements
Correct answer: The ability of the system to resolve and transfer spatial frequency detail
MTF quantifies how well an optical system transfers contrast from the scene to the image at different spatial frequencies, characterizing the overall resolving power and sharpness of the system.
Question 27: Regularly spaced rows of trees that identify an orchard are an example of which interpretation element?
- Pattern (Correct answer)
- Shadow
- Shape
- Tone
Correct answer: Pattern
Pattern is the spatial arrangement of objects, such as the grid spacing of orchard trees.
Question 28: What is chromatic aberration in photogrammetric camera lenses?
- The failure of a lens to focus different wavelengths of light at the same focal point (Correct answer)
- Vignetting (light falloff) at the edges of the image frame
- Motion blurring caused by aircraft vibration during exposure
- Distortion caused by temperature-induced changes in the lens
Correct answer: The failure of a lens to focus different wavelengths of light at the same focal point
Chromatic aberration occurs when a lens fails to focus all wavelengths of light at exactly the same focal point, causing color fringing or reduced sharpness, particularly visible at high-contrast edges.
Question 29: In a weighted least squares adjustment, how is the weight of an observation related to its standard deviation?
- Inversely proportional to the variance (Correct answer)
- Directly proportional to the standard deviation
- Independent of the standard deviation
- Equal to the standard deviation
Correct answer: Inversely proportional to the variance
Weights are taken as inversely proportional to variance, so more precise observations carry more influence.
Question 30: In side-looking SAR imagery, layover occurs when which condition is met?
- The backslope is steeper than the depression angle
- The slope facing the radar is steeper than the local incidence angle (Correct answer)
- The terrain is perfectly flat
- The radar wavelength is shorter than the surface roughness
Correct answer: The slope facing the radar is steeper than the local incidence angle
When foreslope exceeds the incidence angle, the top returns before the base and is imaged closer to the sensor.
Question 31: What scale factor is applied at the central meridian of every UTM zone?
- 0.9999
- 1.0004
- 1.0000
- 0.9996 (Correct answer)
Correct answer: 0.9996
UTM uses a central meridian scale factor of 0.9996 to balance distortion across the 6-degree zone.
Question 32: What is the scale factor along the central meridian of a Universal Transverse Mercator (UTM) zone?
- 0.9996 (Correct answer)
- 0.9999
- 1.0004
- 1.0000
Correct answer: 0.9996
UTM uses a central meridian scale factor of 0.9996 to balance distortion across the 6-degree zone.
Question 33: Geodetic latitude is defined as the angle between the equatorial plane and which line?
- The ellipsoid normal at the point (Correct answer)
- The plumb line (direction of gravity)
- The line to the celestial pole
- The radius vector to Earth's center
Correct answer: The ellipsoid normal at the point
Geodetic latitude uses the ellipsoid normal, geocentric latitude uses the radius vector, and astronomic latitude uses the plumb line.
Question 34: What is the purpose of a GNSS base station within roughly a limited baseline distance of an airborne mapping project?
- To control the aircraft autopilot
- To measure atmospheric humidity
- To provide differential corrections for precise aircraft trajectory computation (Correct answer)
- To trigger the camera shutter
Correct answer: To provide differential corrections for precise aircraft trajectory computation
Short baselines to a base station enable reliable carrier-phase ambiguity resolution for the trajectory.
Question 35: Which vertical datum is the current official datum for orthometric heights in the conterminous United States?
- NGVD 29
- NAVD 88 (Correct answer)
- NAD 27
- IGLD 85
Correct answer: NAVD 88
NAVD 88 is the official vertical datum for CONUS until replaced by NAPGD2022.
Question 36: A camera with a 150 mm focal length is flown at 3,000 m above ground level. What is the approximate nominal image scale?
- 1:20,000 (Correct answer)
- 1:2,000
- 1:200,000
- 1:200
Correct answer: 1:20,000
Image scale = f/H = 0.150 m / 3,000 m = 1/20,000, giving a scale of 1:20,000.
Question 37: What enables Real-Time Kinematic (RTK) GNSS to achieve centimeter-level positioning?
- Use of the SBAS satellites alone
- Code-only pseudoranges averaged over a long session
- Carrier-phase measurements with corrections from a nearby base station (Correct answer)
- Single-frequency autonomous positioning
Correct answer: Carrier-phase measurements with corrections from a nearby base station
RTK resolves carrier-phase integer ambiguities using real-time corrections from a reference receiver.
Question 38: The US survey foot, deprecated by NIST and NGS at the end of 2022, is defined as exactly:
- 3937/1200 m
- 1200/3937 m (Correct answer)
- 0.3048 m
- 0.304801 m
Correct answer: 1200/3937 m
The US survey foot equals 1200/3937 m (about 0.3048006 m), while the international foot is exactly 0.3048 m.
Question 39: About how much ground distance does one arc-second of latitude cover?
- About 111 m
- About 30.9 m (Correct answer)
- About 1.85 m
- About 308 m
Correct answer: About 30.9 m
One degree of latitude is about 111 km, so one arc-second is about 111,000 / 3,600, or roughly 30.9 m.
Question 40: To obtain a photo scale of 1:12,000 with a 152.4 mm focal length camera, what flying height above average terrain is required?
- 1,524 m
- 1,829 m (Correct answer)
- 2,286 m
- 1,219 m
Correct answer: 1,829 m
H = f × scale denominator = 0.1524 m × 12,000 = 1,828.8 m.
Question 41: What is a key advantage of active remote sensing systems like LiDAR?
- They function in any lighting conditions (Correct answer)
- They require daylight to operate
- They only measure air temperature
- They depend on visible light reflection
Correct answer: They function in any lighting conditions
A key advantage of active remote sensing systems, such as LiDAR or radar, is their ability to emit their own energy (e.g., laser pulses or microwaves) and measure the reflected signal. This independence from external light sources allows them to collect data effectively during both day and night, and often through atmospheric conditions like clouds or haze, ensuring consistent data acquisition.
Question 42: What is a 'metadata report' required to accompany photogrammetric deliverables?
- Documentation describing data acquisition parameters, processing methods, datum/projection, accuracy, and data quality information (Correct answer)
- A list of all software licenses used in production
- A financial invoice detailing all project costs
- A photographic log of the camera operator's activities
Correct answer: Documentation describing data acquisition parameters, processing methods, datum/projection, accuracy, and data quality information
Metadata reports document all relevant information about data acquisition and processing—including flight parameters, camera calibration, datum, projection, accuracy statistics, and lineage—enabling proper use and archiving of deliverables.
Question 43: Strip deformation in aerial triangulation typically appears as what type of systematic error?
- Rotation of the entire block around the Z-axis
- A 'bow' or 'banana' shape bending along the flight strip (Correct answer)
- Uniform scale error across the entire block
- Random noise on individual image measurements
Correct answer: A 'bow' or 'banana' shape bending along the flight strip
Strip deformation manifests as a systematic bow or banana-shaped bending along a flight strip, caused by accumulated errors in relative orientation between successive stereomodels.
Question 44: In an Earth-Centered, Earth-Fixed (ECEF) Cartesian system, the X-axis points toward which location?
- The intersection of the equator and the prime meridian (Correct answer)
- The conventional North Pole
- The vernal equinox
- The intersection of the equator and 90 degrees E
Correct answer: The intersection of the equator and the prime meridian
In ECEF, X points to 0 degrees latitude and 0 degrees longitude, Z points to the reference pole, and Y completes a right-handed system.
Question 45: What false easting is assigned to the central meridian of every UTM zone?
- 500,000 m (Correct answer)
- 10,000,000 m
- 0 m
- 2,000,000 m
Correct answer: 500,000 m
A 500,000 m false easting keeps all eastings within a zone positive.
Question 46: What is the effect of using too few ground control points in a large photo block?
- Reduced number of tie points required
- Systematic deformations and poor absolute accuracy of the final product (Correct answer)
- Shorter processing time with no accuracy impact
- Increased pixel resolution in the output orthophoto
Correct answer: Systematic deformations and poor absolute accuracy of the final product
Insufficient ground control allows systematic block deformations to go uncorrected, degrading the absolute accuracy of the final mapping products.
Question 47: In aerial photography, fiducial marks are used primarily to:
- Measure ground control points
- Define the image coordinate system (Correct answer)
- Calibrate the onboard GPS receiver
- Determine the aircraft flight altitude
Correct answer: Define the image coordinate system
Fiducial marks are reference points etched into the camera's focal plane that define the image coordinate system and allow transformation from scanner to image coordinates.
Question 48: What does interior orientation define in photogrammetry?
- The position and attitude of the camera in the world coordinate system
- The transformation from pixel to ground coordinates
- The geometric relationship between the image plane and the perspective center (Correct answer)
- The spatial relationship between overlapping images
Correct answer: The geometric relationship between the image plane and the perspective center
Interior orientation defines the geometric relationship between the image coordinate system and the perspective center, including focal length, principal point location, and lens distortion parameters.
Question 49: What is the 'sigma naught' (σ₀) in bundle adjustment output?
- The number of iterations to convergence
- The RMS flight altitude deviation
- The nadir angle of the camera
- The standard deviation of unit weight, indicating overall solution quality (Correct answer)
Correct answer: The standard deviation of unit weight, indicating overall solution quality
Sigma naught (σ₀) is the standard deviation of unit weight from the least-squares solution, providing an overall indicator of the internal consistency and quality of the adjustment.
Question 50: What is the principal point in camera calibration?
- The geometric center of the image frame
- The projection center of the lens
- The midpoint between two fiducial marks
- The point where the optical axis intersects the image plane (Correct answer)
Correct answer: The point where the optical axis intersects the image plane
The principal point is where the optical axis intersects the image plane, representing the foot of the perpendicular from the perspective center to the image plane.
Question 51: What causes 'layover' in radar imagery, and can it affect photogrammetric products?
- Layover in photogrammetry refers to GPS signal multipath errors
- In radar, layover occurs when tall objects lean toward the sensor; in photogrammetry, the analogue is relief displacement (Correct answer)
- Layover is caused by atmospheric haze and degrades photogrammetric accuracy uniformly
- Layover is exclusive to multispectral sensors and does not affect photogrammetric products
Correct answer: In radar, layover occurs when tall objects lean toward the sensor; in photogrammetry, the analogue is relief displacement
Radar layover occurs when tall objects appear to lean toward the sensor due to the near-range compression of elevated objects; the photogrammetric analogue is relief displacement, where objects appear displaced from their true position.
Question 52: In image interpretation, 'texture' is best defined as what?
- The spatial arrangement of repeated objects
- The overall color of an object
- The geographic location of a feature
- The frequency of tonal change within an area (Correct answer)
Correct answer: The frequency of tonal change within an area
Texture describes the fineness or coarseness produced by tonal variation too small to discern individually.
Question 53: What is 'multi-ray' matching in photogrammetric dense reconstruction?
- A method for connecting flight strips using cross-tie points
- A technique for matching features across different spectral bands
- Matching image features using only two overlapping images (stereopair)
- Simultaneously using three or more overlapping images to improve matching reliability and accuracy (Correct answer)
Correct answer: Simultaneously using three or more overlapping images to improve matching reliability and accuracy
Multi-ray matching uses three or more overlapping images simultaneously to verify and improve the reliability of matched points, reducing errors compared to stereopair-only matching.
Question 54: In digital photogrammetry, pixel size of the sensor is most directly related to:
- The focal length of the camera lens
- The lens radial distortion magnitude
- The ground sample distance (GSD) (Correct answer)
- The shutter speed setting
Correct answer: The ground sample distance (GSD)
Pixel size directly determines the ground sample distance (GSD) for a given flying height and focal length; GSD defines the smallest ground detail that can be resolved.
Question 55: Why does a 12-bit or 14-bit sensor offer an advantage over an 8-bit sensor in aerial imaging?
- Faster frame rates
- Greater radiometric resolution to capture detail in shadows and highlights (Correct answer)
- Higher spatial resolution
- Smaller file sizes
Correct answer: Greater radiometric resolution to capture detail in shadows and highlights
More bits per pixel record finer brightness gradations across a wider dynamic range.
Question 56: A 7-parameter Helmert (similarity) transformation between datums consists of which parameters?
- 3 translations, 3 rotations, 1 scale (Correct answer)
- 6 translations, 1 scale
- 4 translations, 2 rotations, 1 scale
- 3 translations, 2 rotations, 2 scales
Correct answer: 3 translations, 3 rotations, 1 scale
The Helmert transformation uses three shifts, three axis rotations, and one uniform scale factor.
Question 57: Each photo covers 2,000 m on the ground in the flight direction and the plan calls for 60% endlap. What is the air base between exposures?
- 800 m (Correct answer)
- 600 m
- 1,400 m
- 1,200 m
Correct answer: 800 m
Air base = (1 − 0.60) × 2,000 m = 800 m.
Question 58: Which type of aerial camera lens has an angular field of view greater than 100 degrees and is used for small-scale mapping?
- Telephoto lens (about 30°)
- Superwide-angle lens (about 120°) (Correct answer)
- Normal-angle lens (about 60°)
- Wide-angle lens (about 90°)
Correct answer: Superwide-angle lens (about 120°)
Superwide-angle lenses have angular fields of view greater than 100 degrees (typically ~120°), covering large ground areas per photograph, making them suited for small-scale topographic mapping.
Question 59: Which tool is typically used for capturing highly accurate GNSS-based location data?
- GNSS receiver (Correct answer)
- Rain gauge
- Barometer
- Anemometer
Correct answer: GNSS receiver
A GNSS (Global Navigation Satellite System) receiver is a specialized electronic device that receives signals from satellites to determine its precise location on Earth. Professional-grade GNSS receivers are designed for high accuracy, making them essential tools for capturing reliable location data in surveying, mapping, and other applications requiring precise positioning. The other options are unrelated measurement tools.
Question 60: In digital aerial cameras, what component replaces the photographic film at the focal plane?
- The lens system
- The CCD or CMOS image sensor (Correct answer)
- The shutter mechanism
- The viewfinder assembly
Correct answer: The CCD or CMOS image sensor
In digital cameras, the CCD or CMOS sensor array is positioned at the focal plane to capture light, directly replacing the role of photographic film as the image recording medium.
Question 61: What is the ASPRS Positional Accuracy Standards for Digital Geospatial Data (2014) Class 1 horizontal accuracy for 1 cm GSD imagery?
- RMSEx and RMSEy ≤ 0.5 cm, with 95% confidence radius ≤ 0.9 cm
- RMSEx and RMSEy ≤ 2.5 cm, with 95% confidence radius ≤ 4.3 cm
- RMSEx and RMSEy ≤ 1.0 cm, with 95% confidence radius ≤ 1.7 cm (Correct answer)
- RMSEx and RMSEy ≤ 5.0 cm, with 95% confidence radius ≤ 8.6 cm
Correct answer: RMSEx and RMSEy ≤ 1.0 cm, with 95% confidence radius ≤ 1.7 cm
Under ASPRS 2014 standards, Class 1 horizontal accuracy for 1 cm GSD specifies RMSEx and RMSEy ≤ 1.0 cm (equal to the GSD), with a 95% radial confidence of ≤ 1.7 cm.
Question 62: To convert a horizontal ground distance to a State Plane grid distance, the ground distance is multiplied by which factor?
- The geoid separation
- The combined factor (grid scale factor times elevation factor) (Correct answer)
- The convergence angle
- The elevation factor only
Correct answer: The combined factor (grid scale factor times elevation factor)
The combined factor accounts for both reduction to the ellipsoid and projection scale distortion.
Question 63: In digital photogrammetry, what is 'epipolar geometry' used for?
- Converting pixel coordinates to geographic coordinates
- Defining the flight line spacing for a project
- Constraining image matching to a 1D search along epipolar lines, reducing computation and false matches (Correct answer)
- Correcting color balance between adjacent strips
Correct answer: Constraining image matching to a 1D search along epipolar lines, reducing computation and false matches
Epipolar geometry constrains the search for corresponding points to a one-dimensional line (epipolar line) in the second image, dramatically reducing computation and eliminating many false matches.
Question 64: In photogrammetric sensor calibration, what is meant by 'self-calibration'?
- Calibration performed using only onboard GPS/IMU data without ground control
- Camera interior orientation parameters are solved simultaneously with exterior orientation during bundle adjustment using object-space control (Correct answer)
- The manufacturer pre-calibrates the sensor before delivery to the client
- The camera automatically adjusts its parameters during flight
Correct answer: Camera interior orientation parameters are solved simultaneously with exterior orientation during bundle adjustment using object-space control
Self-calibration (on-the-job calibration) simultaneously solves for interior orientation parameters and exterior orientation parameters within the bundle adjustment, using highly redundant imagery and ground control points.
Question 65: What is the calibrated focal length (CFL) in photogrammetry?
- The distance from the rear nodal point to the film plane
- The focal length measured when focused at infinity
- The focal length value that minimizes the overall effect of radial distortion across the image (Correct answer)
- The manufacturer's nominal specified focal length
Correct answer: The focal length value that minimizes the overall effect of radial distortion across the image
The calibrated focal length is the value that minimizes the overall effect of radial lens distortion across the image format, and may differ slightly from the manufacturer's specification.
Question 66: What is a TIN (Triangulated Irregular Network) in 3D modeling?
- A network of GPS base stations for differential correction
- A surface model composed of irregular triangular facets connecting measured mass points and breaklines (Correct answer)
- A raster grid interpolated from contour lines
- A point cloud storage format for LiDAR data
Correct answer: A surface model composed of irregular triangular facets connecting measured mass points and breaklines
A TIN is a vector-based surface model made of irregular triangular facets connecting measured points and breaklines, faithfully representing terrain morphology including sharp features like ridges.
Question 67: What is the deflection of the vertical?
- The angle between the plumb line and the ellipsoid normal (Correct answer)
- The difference between magnetic and true north
- The angle between two adjacent meridians
- The angle between grid north and geodetic north
Correct answer: The angle between the plumb line and the ellipsoid normal
Deflection of the vertical is the angle between the direction of gravity (plumb line) and the ellipsoid normal at a point.
Question 68: Which distortion model parameter primarily describes symmetric radial lens distortion?
- Decentering coefficient P1
- Affinity coefficient
- Principal point offset
- K1 radial distortion coefficient (Correct answer)
Correct answer: K1 radial distortion coefficient
K1 is the primary radial distortion coefficient that describes symmetric, rotationally symmetric distortion measured from the lens center outward.
Question 69: A set of repeated distance measurements clusters tightly together but is consistently 0.15 m longer than the true value. How are these measurements best described?
- Neither precise nor accurate
- Both precise and accurate
- Precise but not accurate (Correct answer)
- Accurate but not precise
Correct answer: Precise but not accurate
Tight clustering indicates precision, while the consistent offset from truth indicates a lack of accuracy.
Question 70: A project sits at 1,000 m ellipsoid height. Using R = 6,371 km, what is the approximate ellipsoid distance for a 1,000.000 m ground distance?
- 1,000.157 m
- 1,000.000 m
- 999.843 m (Correct answer)
- 999.600 m
Correct answer: 999.843 m
Elevation factor = R/(R+h) = 6,371,000/6,372,000 = 0.999843, so 1,000 m becomes about 999.843 m.
Question 71: Which laboratory calibration method uses precision optical collimators to simulate distant targets at infinity?
- Test field calibration
- On-the-job self-calibration
- Goniometer calibration (Correct answer)
- Stellar calibration
Correct answer: Goniometer calibration
Goniometer calibration uses a precision instrument with collimators to project parallel rays simulating targets at infinity, enabling measurement of angular relationships and lens distortion in a controlled lab environment.
Question 72: NAVD 88 was held fixed at a single tide-gauge benchmark located where?
- Galveston, Texas
- Father Point/Rimouski, Quebec (Correct answer)
- San Francisco, California
- Sandy Hook, New Jersey
Correct answer: Father Point/Rimouski, Quebec
NAVD 88 was a minimally constrained adjustment fixed at the Father Point/Rimouski benchmark in Quebec.
Question 73: In 3D city modeling, what is 'Level of Detail' (LOD) as defined by CityGML?
- The number of control points used in the block adjustment
- A measure of image resolution used for acquisition planning
- A hierarchical scale of model complexity, from simple block models (LOD1) to fully textured models with interior detail (LOD4) (Correct answer)
- The output file size of the 3D model
Correct answer: A hierarchical scale of model complexity, from simple block models (LOD1) to fully textured models with interior detail (LOD4)
CityGML defines LOD (Level of Detail) as a hierarchy from LOD0 (footprint) through LOD1 (block), LOD2 (roof structures), LOD3 (facades), to LOD4 (interior elements), reflecting increasing geometric complexity.
Question 74: The f-number (f/stop) of a photogrammetric camera lens is defined as:
- The effective aperture diameter divided by the focal length
- The focal length divided by the effective aperture (entrance pupil) diameter (Correct answer)
- The ratio of image distance to object distance
- The number of optical elements in the lens system
Correct answer: The focal length divided by the effective aperture (entrance pupil) diameter
The f-number is the ratio of the focal length to the effective aperture (entrance pupil) diameter, controlling the amount of light reaching the film or sensor plane.
Question 75: What is the spatial resolution of the panchromatic band on the Landsat 8/9 OLI sensor?
- 15 m (Correct answer)
- 10 m
- 30 m
- 60 m
Correct answer: 15 m
OLI band 8 (panchromatic) has 15 m resolution, while its multispectral bands are 30 m.
Question 76: Which camera calibration parameter corrects for non-orthogonality (shear) between the x and y axes of the image coordinate system?
- Radial distortion coefficient K1
- Affinity (shear) parameter (Correct answer)
- Focal length correction
- Principal point offset
Correct answer: Affinity (shear) parameter
The affinity or shear parameter corrects for non-orthogonality between the image coordinate axes, which can result from imperfect sensor geometry or digitizer scanning.
Question 77: What does 'logical consistency' mean in geospatial data quality standards (ISO 19157)?
- The matching of feature attributes between different data sources
- The consistency of radiometric values across the image mosaic
- The degree to which a dataset conforms to its data model rules, including topological correctness and no invalid geometries (Correct answer)
- The agreement between the dataset and ground truth check points
Correct answer: The degree to which a dataset conforms to its data model rules, including topological correctness and no invalid geometries
Logical consistency (ISO 19157) measures adherence to the data model's rules—such as polygon closure, no slivers, proper topology, and valid attribute values—independent of real-world accuracy.
Question 78: A GNSS point has ellipsoid height h = 152.40 m and geoid height N = -30.10 m. What is its orthometric height H?
- 182.50 m (Correct answer)
- 152.40 m
- -122.30 m
- 122.30 m
Correct answer: 182.50 m
H = h - N = 152.40 - (-30.10) = 182.50 m.
Question 79: What is a 'true orthophoto' as distinct from a standard orthophoto?
- An orthophoto produced from satellite imagery rather than aerial photography
- An orthophoto corrected for building lean using a surface model of all above-ground features (DSM), so building walls do not appear in the image (Correct answer)
- An orthophoto produced using only ground control points without GPS assistance
- A color-balanced orthophoto with radiometric corrections applied
Correct answer: An orthophoto corrected for building lean using a surface model of all above-ground features (DSM), so building walls do not appear in the image
A true orthophoto uses a full DSM (including buildings and trees) for differential rectification, eliminating building lean and wall visibility that appears in standard orthophotos orthorectified using only a DTM.
Question 80: What is 'noise filtering' in point cloud processing?
- Removing radiometric speckle from raster images
- Eliminating outlier points that do not represent actual surfaces (e.g., flying points) (Correct answer)
- Removing duplicate image exposures from the project
- Filtering GPS positions with poor PDOP
Correct answer: Eliminating outlier points that do not represent actual surfaces (e.g., flying points)
Noise filtering removes outlier or erroneous points—such as isolated flying points far from the main surface—that would degrade the accuracy of derived terrain models.
Question 81: What is the approximate combined curvature and refraction correction for a horizontal sight of 1 km?
- 0.0067 m
- 0.067 m (Correct answer)
- 0.67 m
- 6.7 m
Correct answer: 0.067 m
The combined correction is about 0.0675 K^2 m, giving roughly 0.067 m at 1 km.
Question 82: When terrain elevation varies greatly within a flight line, what happens to GSD and overlap if flying height above sea level is held constant?
- Overlap is unaffected, only GSD changes
- Over higher terrain, GSD gets larger and overlap increases
- Both remain constant
- Over higher terrain, GSD gets smaller and overlap decreases (Correct answer)
Correct answer: Over higher terrain, GSD gets smaller and overlap decreases
Higher terrain is closer to the camera, so ground coverage shrinks, reducing GSD and overlap.
Question 83: What is the purpose of 'thinning' or 'decimating' a point cloud?
- Reducing point cloud size by removing redundant points while preserving surface representation (Correct answer)
- Increasing point density through interpolation
- Splitting a large point cloud into manageable tiles
- Adding color attributes to uncolored points
Correct answer: Reducing point cloud size by removing redundant points while preserving surface representation
Point cloud thinning/decimation reduces the number of points by removing redundant ones while preserving the essential shape and detail of the surface, making processing more manageable.
Question 84: What does 'resampling' mean in the context of raster photogrammetric products?
- Resampling GPS trajectories to a uniform time interval
- The process of computing pixel values at new grid positions during geometric transformations (e.g., bilinear, cubic convolution) (Correct answer)
- Collecting additional ground control points after initial triangulation
- Re-flying an area to collect additional imagery
Correct answer: The process of computing pixel values at new grid positions during geometric transformations (e.g., bilinear, cubic convolution)
Resampling computes new pixel values during raster transformation using interpolation methods—nearest neighbor preserves sharp edges, bilinear smooths slightly, and cubic convolution provides the best quality at higher cost.
Question 85: Under FAA Part 107, what is the general maximum altitude for a small UAS flying a mapping mission away from structures?
- 1,000 ft AGL
- 500 ft AGL
- 200 ft AGL
- 400 ft AGL (Correct answer)
Correct answer: 400 ft AGL
Part 107 limits operations to 400 ft AGL unless within 400 ft of a structure.
Question 86: Which factor determines how frequently a satellite can revisit the same location?
- Spectral resolution
- Temporal resolution (Correct answer)
- Cloud cover density
- Radiometric resolution
Correct answer: Temporal resolution
Temporal resolution refers to how frequently a remote sensing system can acquire imagery of the same geographic area. It is determined by the satellite's orbital characteristics and sensor capabilities. This factor is crucial for monitoring dynamic phenomena like vegetation growth, disaster response, or land-use change over time, as it dictates the frequency of data updates.
Question 87: What is the role of a flight plan in aerial photogrammetry?
- To document ground measurements
- To monitor film development
- To adjust image contrast
- To define image coverage paths and overlaps (Correct answer)
Correct answer: To define image coverage paths and overlaps
A flight plan is a meticulously designed route that dictates the aircraft's path, altitude, and camera firing intervals over a project area. Its primary role is to ensure systematic and complete photographic coverage, defining the precise image locations and the required forward and side overlaps between images. This planning is critical for efficient data acquisition and successful subsequent photogrammetric processing.
Question 88: A GNSS observation session reports a PDOP of 1.8. What does this indicate?
- Excessive ionospheric delay
- Severe multipath at the site
- Poor satellite geometry and weak positions
- Strong satellite geometry favorable for positioning (Correct answer)
Correct answer: Strong satellite geometry favorable for positioning
Low PDOP values indicate well-distributed satellites and stronger position solutions.
Question 89: On a DEM, the elevation rises 15 m over a horizontal distance of 300 m. What is the percent slope?
- 20%
- 15%
- 2%
- 5% (Correct answer)
Correct answer: 5%
Percent slope is (rise / run) x 100 = (15 / 300) x 100 = 5%.
Question 90: What type of distortion is unavoidable when projecting Earth’s curved surface onto a flat map?
- Only shape
- All of the above (Correct answer)
- Only area
- Only distance
Correct answer: All of the above
It is mathematically impossible to flatten a curved surface, such as the Earth, onto a two-dimensional plane without introducing some form of distortion. Therefore, all map projections will inevitably distort at least one, and often a combination, of these properties: area, shape, distance, and direction. There is no perfect projection that can preserve all properties simultaneously.
Question 91: Using Wien's displacement law, an Earth surface at about 300 K has peak emission near which wavelength?
- 25 µm
- 3.0 µm
- 0.5 µm
- 9.7 µm (Correct answer)
Correct answer: 9.7 µm
Peak wavelength ≈ 2898 µm·K / 300 K ≈ 9.7 µm.
Question 92: Which atmospheric condition negatively impacts aerial photogrammetry quality?
- Low humidity
- Heavy cloud cover (Correct answer)
- Clear skies
- No wind
Correct answer: Heavy cloud cover
Heavy cloud cover severely obstructs the ground surface from the aerial camera's view. This prevents the acquisition of clear, complete, and usable imagery, leading to significant gaps in data and poor image quality. Without visible ground features, accurate photogrammetric processing, such as stereoscopic matching and 3D model generation, becomes impossible or highly unreliable.
Question 93: In photogrammetric project specifications, what does 'NVA' stand for and how is it defined?
- Network Validation Algorithm — the software process for checking tie-point networks
- Nominal Vector Accuracy — the positional accuracy of vector features
- Normal Vertical Adjustment — the result of the bundle adjustment vertical component
- Non-Vegetated Accuracy — the vertical accuracy of the DEM in open, bare-earth areas, reported at the 95% confidence level (Correct answer)
Correct answer: Non-Vegetated Accuracy — the vertical accuracy of the DEM in open, bare-earth areas, reported at the 95% confidence level
NVA (Non-Vegetated Vertical Accuracy) is the vertical accuracy of the DEM in open, non-vegetated areas assessed using check points, reported at the 95th percentile confidence level (≈ 1.9600 × RMSEz).
Question 94: Why do flight planners typically raise endlap to 80% or more for urban true-orthophoto projects?
- To minimize occluded areas caused by tall buildings (Correct answer)
- To lower the GSD without changing altitude
- To eliminate the need for ground control
- To reduce the number of flight lines
Correct answer: To minimize occluded areas caused by tall buildings
Higher overlap provides multiple views of each point so building lean and occlusions can be resolved.
Question 95: What accuracy class does ASPRS 2014 assign when RMSEz of a DEM equals 10 cm?
- The DEM meets Class 2 specifications for 5 cm GSD products
- The DEM is classified as a bare-earth DTM regardless of source GSD
- The DEM meets Class 1 specifications for 1 m GSD products
- The DEM meets accuracy for products with 10 cm Non-Vegetated Vertical Accuracy (NVA) (Correct answer)
Correct answer: The DEM meets accuracy for products with 10 cm Non-Vegetated Vertical Accuracy (NVA)
Under ASPRS 2014, a DEM with RMSEz = 10 cm has a Non-Vegetated Vertical Accuracy (NVA) of approximately 19.6 cm (95% confidence), placing it in the accuracy class for products with 10 cm NVA.
Question 96: What is 'photogrammetric restitution' in the context of digital mapping?
- The process of extracting planimetric and topographic features from stereo imagery for map compilation (Correct answer)
- Recovering deleted project files from backup storage
- Reconstructing damaged photographs from partial data
- The process of recovering financial costs from project overruns
Correct answer: The process of extracting planimetric and topographic features from stereo imagery for map compilation
Photogrammetric restitution is the process of extracting map features—planimetric (roads, buildings) and topographic (contours, elevation)—from oriented stereo imagery for map production.
Question 97: A steel tape standardized at 20 degrees C is used on a hot day without correction. What type of error results?
- Systematic error (Correct answer)
- Instrumental noise that averages out
- Blunder
- Random error
Correct answer: Systematic error
Thermal expansion follows a predictable physical law and biases every measurement in the same direction.
Question 98: Which term describes the interpretation of remotely sensed images to classify land cover?
- Pixel smoothing
- Raster compositing
- Histogram equalization
- Image classification (Correct answer)
Correct answer: Image classification
Image classification is the process of categorizing pixels in a remotely sensed image into different land cover or land use classes (e.g., forest, water, urban, agriculture). This is achieved by analyzing the spectral characteristics of pixels and assigning them to predefined categories, creating thematic maps that represent the distribution of various features on the Earth's surface.
Question 99: What is the term for the area captured in a single aerial photograph?
- Viewport
- Ground coverage (Correct answer)
- Frame buffer
- Pixel zone
Correct answer: Ground coverage
Ground coverage refers to the actual area on the Earth's surface that is captured within a single aerial photograph. This area is determined by factors such as the camera's focal length, the sensor size, and the flight altitude. Understanding ground coverage is essential for planning flight paths and ensuring complete area mapping.
Question 100: In stereo compilation, what does 'absolute orientation' accomplish?
- It determines the interior orientation of each camera
- It scales, rotates, and positions the stereomodel into a real-world coordinate system using ground control (Correct answer)
- It removes y-parallax from the stereopair
- It adjusts image contrast for better stereoscopic viewing
Correct answer: It scales, rotates, and positions the stereomodel into a real-world coordinate system using ground control
Absolute orientation transforms the relatively oriented stereomodel (which exists in an arbitrary coordinate system) into real-world coordinates using ground control points.
Certified Photogrammetrist Exam
This certification validates an individual's expertise in the science and art of making measurements from photographs, especially for recovering the exact positions of surface points.
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These practice questions were written with AI tools. They are not real exam questions. Exam facts are checked against the official sources listed below. Not reviewed by a subject-matter expert. Editorial policy
Sources & references
Exam facts on this page (fees, format, dates, passing scores) are checked against these official sources; the date is our last check. Editorial policy
- asprs.org — Test delivery, eligibility, fees, renewal, retake fee, retake policy, time limit, score validity, exam information · verified Nov 2026
- prometric.com — Registration · verified Oct 2026