TEC-GIS45-06 · Lesson 12 · 14 clock hours · field
Capstone Field Mission: End-to-End Photogrammetric Survey
Objective. Students independently plan, execute, process, and deliver a photogrammetric survey of an assigned site, demonstrating mastery of all course competencies from mission planning through final deliverable package.
⚠ Pending professional review
This lesson, its worked examples and its practice questions has not yet been verified by an industry-certified professional or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.
VoTechWorks program approval and accreditation are still in progress. Credentials are issued only by the certifying bodies named in each program, after their own exams.
Capstone Field Mission: End-to-End Photogrammetric Survey
This capstone lesson brings together every skill you have developed in the course. You will independently plan, execute, process, and deliver a complete photogrammetric survey, just as a professional geospatial technician does on a real project. There are no guided steps here—your instructor approves your plan and supervises field safety, but the technical decisions are yours to make and defend.
Phase 1: Mission Planning and Pre-Flight Documentation
A professional survey begins long before the drone leaves the ground. Your mission plan is a legal and technical document. It must include:
- Site sketch showing the survey boundary, no-fly zones, take-off and landing zones, and emergency landing areas.
- Airspace verification using official FAA tools. If the site falls in controlled airspace, you must obtain authorization through LAANC or an FAA Drone Zone waiver before flight. Flying without authorization is a federal violation under Part 107.
- GCP network design with a minimum of five control points distributed across the site, not clustered at the center. Include at least two independent checkpoints—points measured in the field but withheld from the SfM adjustment so they can be used to verify accuracy independently.
- Equipment list with serial numbers for all UAS components, RTK GNSS receiver, and targets.
- Job Hazard Analysis (JHA) identifying site-specific hazards (overhead lines, vehicle traffic, unstable ground, extreme heat or cold), their likelihood, severity, and your controls. PPE requirements must be listed explicitly.
- Weather-window selection based on wind speed limits for your aircraft, cloud cover, and sun angle. Low sun angles (early morning or late afternoon) cause long shadows that degrade image texture and SfM reconstruction quality.
Your instructor must approve this document in writing before any field work begins. Do not skip this step—approval is a pass/fail gate.
Phase 2: Field Execution
Personal protective equipment is non-negotiable. A high-visibility vest must be worn whenever you are in or near active vehicle traffic. A hard hat is required on construction sites or wherever overhead hazards exist. Carry the first aid kit to the field and know its location at all times.
Set GCP targets on stable, flat ground where they will be visible in aerial imagery. Measure each target's position with the RTK GNSS receiver. Record horizontal and vertical coordinates, their estimated precision from the receiver, and the measurement time. Log the base station or network correction source (NTRIP network, local base, etc.) in your field notes.
Before launch, complete every checklist: pre-flight inspection, battery check, compass calibration if required, RC link check, and return-to-home altitude verification. Announce the flight to anyone in the vicinity. Maintain visual line of sight with the aircraft at all times unless you hold a specific FAA waiver permitting otherwise—Part 107 requires VLOS.
After the mission, verify on-site that image capture is complete by reviewing the flight log and spot-checking images for blur, gaps in coverage, or missing overlap. A second flight to fill gaps is far less costly than reprocessing with bad data or returning to the site.
Phase 3: Processing, QC, and Deliverables
Import your images into Metashape and align them using the GCP coordinates you collected. Assign GCPs to their matching targets in at least three images each. Reserve your checkpoint targets—do not assign them as control; they are for verification only.
After sparse point cloud alignment, examine reprojection residuals for each GCP. Industry standard practice targets sub-pixel residuals. Build the dense point cloud, orthomosaic, and DEM at the quality level your instructor specifies. Export all products in the coordinate reference system specified in your mission plan.
Compare your checkpoints: subtract the SfM-derived elevation and horizontal position from your RTK-measured values. These differences are your independent accuracy check. Calculate root mean square error (RMSE) for horizontal (X, Y) and vertical (Z) components separately.
Import the orthomosaic and DEM into ArcGIS Pro. Generate contours at the interval specified in your assignment. Apply proper symbology, a north arrow, scale bar, and coordinate grid to your map layout. Export all deliverables in the formats listed on the rubric.
Your final deliverable package includes: the orthomosaic (GeoTIFF), DEM (GeoTIFF), contour shapefile or geodatabase feature class, accuracy report (checkpoint RMSE table and residual screenshots), metadata file, and a concise client summary report written in plain language explaining what was done and what the products show.
Safety Summary
- Never begin field work without instructor-approved documentation.
- Wear PPE appropriate to the site at all times.
- Maintain VLOS during all flights.
- Perform all pre-flight checklists without shortcutting.
- Know the location of the first aid kit and the site emergency contact before work begins.
- If weather conditions deteriorate beyond your aircraft's limits, land immediately—no deliverable is worth a flyaway or crash.
Key terms10
Ground Control Point (GCP)A surveyed point on the ground with known real-world coordinates, used to georeference and scale the photogrammetric model during SfM processing.
CheckpointA surveyed point withheld from the SfM adjustment and used only after processing to independently verify the spatial accuracy of the final model.
RMSE (Root Mean Square Error)A statistical measure of the difference between predicted and measured values, calculated as the square root of the average of squared residuals; the standard metric for reporting photogrammetric accuracy.
Structure from Motion (SfM)A photogrammetric technique that reconstructs 3-D geometry and camera positions simultaneously from a set of overlapping 2-D photographs taken from multiple viewpoints.
VLOS (Visual Line of Sight)The FAA Part 107 requirement that the remote pilot keep the UAS in unaided sight at all times during flight to maintain situational awareness and safe control.
LAANC (Low Altitude Authorization and Notification Capability)An FAA automated system that provides near-real-time airspace authorization for drone operations in controlled airspace below established altitude ceilings.
Reprojection ResidualThe distance in pixels between where a GCP is manually marked in an image and where the solved camera model predicts it should appear; low residuals indicate a well-aligned model.
Job Hazard Analysis (JHA)A pre-task document that identifies specific hazards associated with a field operation, evaluates their risk, and lists the control measures and PPE required before work begins.
OrthomosaicA geometrically corrected, georeferenced mosaic image produced from overlapping aerial photographs in which scale is uniform and features can be measured directly.
RTK GNSSReal-Time Kinematic Global Navigation Satellite System; a differential satellite positioning technique that provides centimeter-level horizontal and vertical accuracy by applying corrections from a base station or network in real time.
Worked examples4
1. You measured five checkpoint positions with RTK GNSS and then extracted the same positions from your SfM model. The vertical differences (RTK minus SfM) in meters are: +0.032, -0.018, +0.025, -0.041, +0.012. Calculate the vertical RMSE.
- Square each residual: 0.032² = 0.001024; 0.018² = 0.000324; 0.025² = 0.000625; 0.041² = 0.001681; 0.012² = 0.000144
- Sum the squared residuals: 0.001024 + 0.000324 + 0.000625 + 0.001681 + 0.000144 = 0.003798
- Divide by the number of checkpoints (5): 0.003798 ÷ 5 = 0.0007596
- Take the square root: √0.0007596 ≈ 0.0276 m
Answer: Vertical RMSE ≈ 0.028 m (rounded to three decimal places), meaning the model is accurate to approximately 2.8 cm vertically at the checkpoint locations.
2. Your site is 4.2 hectares. Your UAS captures images with 80% forward overlap and 70% side overlap at a ground sampling distance (GSD) of 3 cm. Estimate the approximate number of image strips needed if each strip width covers 30 m of usable ground width (accounting for 70% side overlap on a 100 m swath sensor).
- Convert site width to meters. Assume the site is roughly square: area = 4.2 ha = 42,000 m², so each side ≈ √42,000 ≈ 205 m.
- Each strip covers 30 m of new ground (100 m sensor swath × 30% non-overlapping portion due to 70% side overlap).
- Number of strips = site width ÷ usable strip width = 205 m ÷ 30 m ≈ 6.8, so round up to 7 strips.
- Add one additional buffer strip on each edge as standard practice, bringing the total to approximately 9 strips.
Answer: Approximately 7–9 flight strips are needed to cover the site with the specified side overlap, depending on buffer decisions at the site boundary.
3. Your mission plan specifies a GSD of 2.5 cm. Your camera has a focal length of 25 mm and a sensor width of 17.4 mm producing 5472 pixels across. At what flying height above ground level (AGL) should you set the mission?
- Calculate the image footprint width at the target GSD: footprint width = GSD × image width in pixels = 0.025 m × 5472 = 136.8 m.
- Use the relationship: GSD = (sensor width / focal length) × flying height, rearranged to: flying height = GSD × (focal length / sensor width in meters).
- Convert sensor width to meters: 17.4 mm = 0.0174 m.
- Flying height = 0.025 m × (0.025 m / 0.0174 m) = 0.025 × 1.4368 ≈ 0.0359 m — this approach uses the formula in consistent units: height = GSD × (focal length / sensor pixel size). Sensor pixel size = 17.4 mm / 5472 pixels = 0.003179 mm = 0.000003179 m. Height = (GSD × focal length) / sensor pixel size = (0.025 × 0.025) / 0.000003179 ≈ 0.000625 / 0.000003179 ≈ 197 m.
Answer: Set the mission altitude to approximately 197 m AGL to achieve a 2.5 cm GSD with this camera. (Always verify this against the Part 107 400 ft / 122 m AGL ceiling and apply for a waiver or COA if the site and aircraft require a higher altitude.)
4. You have 6 GCPs and 2 checkpoints. After processing, checkpoint horizontal residuals are +0.041 m and -0.033 m, and vertical residuals are +0.055 m and -0.049 m. Calculate horizontal RMSE and vertical RMSE for the two checkpoints.
- Horizontal RMSE: square each residual: 0.041² = 0.001681; 0.033² = 0.001089. Sum = 0.002770. Divide by 2 = 0.001385. Square root = 0.0372 m.
- Vertical RMSE: square each residual: 0.055² = 0.003025; 0.049² = 0.002401. Sum = 0.005426. Divide by 2 = 0.002713. Square root = 0.0521 m.
- Compare these values to the project accuracy specification. If the spec requires ≤ 5 cm horizontal and ≤ 7 cm vertical, both values pass.
- Report both figures in the accuracy section of your deliverable package with the checkpoint ID, RTK coordinate, SfM coordinate, and residual for each point.
Answer: Horizontal RMSE ≈ 0.037 m; Vertical RMSE ≈ 0.052 m. Both values meet a ±5 cm / ±7 cm specification, so the survey passes accuracy QC.
The math in this lesson2
Learners compute vertical RMSE of 0.028 m from five checkpoint residuals for the capstone accuracy report.
N-Q.3S-ID.4
In class: Mission planning and pre-flight documentation: each student submits a complete mission plan including site sketch, airspace verification, GCP network design, equipment list, JHA, and weather-window selection to the instructor for approval before any field work begins. · Field execution: under instructor supervision, students conduct the full field operation—deploying GCP targets, measuring GCPs with RTK GNSS, flying the autonomous mission, verifying image capture, and completing all checklists—then hand off the dataset for processing. · Processing, QC, and deliverable submission: students process the dataset through the full SfM workflow, conduct checkpoint QC, integrate results in ArcGIS Pro, and submit a complete deliverable package (orthomosaic, DEM, contours, accuracy report, metadata, client summary report) within the allotted time.
Materials: UAS (instructor-assigned), RTK GNSS receiver, GCP targets, mission-planning software, Metashape, ArcGIS Pro, all standard checklists, PPE (high-visibility vest, hard hat if required by site), first aid kit
Check: Instructor evaluates deliverable package against a comprehensive rubric covering safety compliance, GCP accuracy, processing quality (residuals within spec), orthomosaic/DEM completeness, ArcGIS Pro integration, and report professionalism; pass = rubric score ≥ 75% with no safety violations.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
Record this lesson on my transcript. Sign in with your key and enrollment email to record lessons (enroll free if you have no key). This page stays open to read and practise.