By the end of this chapter, you will be able to:
Mastering these skills will help you produce precise and reliable survey data, which is essential for successful projects in the photogrammetry trade.
Flight planning is a critical initial stage in photogrammetric surveying that directly influences the accuracy, coverage, and quality of aerial imagery. For land survey professionals in Kenya, meticulous planning ensures that the diverse terrain, from the undulating highlands around Nakuru to the expansive plains of Narok, is effectively mapped, supporting precise land parcel delineation and infrastructure development. This process involves defining the mapping area, selecting flight parameters tailored to the survey objectives, and addressing operational challenges such as weather conditions and regulatory compliance. Effective flight planning optimizes resource use, enhances data reliability, and safeguards safety during aerial missions.
Flight planning is the preparation of an aerial survey mission before anyone goes to the field: defining the area, choosing flying height and overlaps, laying out the flight lines, checking terrain, weather and airspace rules, preparing equipment, flying and monitoring the mission, and processing the images into maps and models. Each decision affects the next, so a mistake in planning (too little overlap, wrong height, missing permission) can make a whole day's flying useless. A good plan delivers complete coverage at the required ground sample distance, safely, legally and within the battery and time available.
Example: before mapping a 120-hectare irrigation scheme in Mwea, a survey team plans the boundary, a 2.5 cm ground sample distance, four flights and the ground control layout in the office, and confirms KCAA authorisation and landowner consent before travelling.
Determining the area to be mapped means defining exactly where the aerial survey will take place, how large it is and what features it must include, before any other flight parameters are chosen. The area is usually outlined as a boundary polygon on a base map, satellite image or the client’s plan, and a buffer of about 10% to 20% is added around it so that the edges are fully covered with good overlap. The size and shape of the area decide the number of flight lines, the number of flights and batteries, and the processing time, so getting it right avoids gaps and wasted effort. Example: a land surveying firm mapping a SACCO’s 54-hectare property for subdivision drew the boundary on a satellite image, added a 30 m buffer and confirmed the beacon positions with the client before planning the flight.
A rectangular site measures 900 m by 600 m. A 30 m buffer is added on every side. Find the area of the site and the area to be flown in hectares.
Site area = 900 × 600 = 540,000 m² = 54 ha
Flown length = 900 + 2 × 30 = 960 m
Flown width = 600 + 2 × 30 = 660 m
Flown area = 960 × 660 = 633,600 m²
Flown area = 63.4 ha
Flight parameters are the settings that control how the drone flies and takes photographs, mainly the flying height (altitude above ground), forward overlap, side overlap, flight speed, camera settings and flight line direction. They determine the ground sample distance (GSD), which is the size of ground represented by one image pixel, as well as the accuracy of the final products and how long the mission takes. Lower altitude gives finer detail but needs more photos and flight time, while higher overlap gives better 3D reconstruction but increases the number of images. Example: for a quarry wanting accurate stockpile volumes, the surveyor chose a height of 80 m, 80% forward overlap and 70% side overlap to achieve about 2 cm GSD.
GSD = (Sensor width × Flying height) ÷ (Focal length × Image width in pixels)
Footprint width = GSD × Image width in pixels
Photo scale = Focal length ÷ Flying height
Air base (distance between photos) = Footprint along track × (1 − Forward overlap)
Flight line spacing = Footprint across track × (1 − Side overlap)
| Parameter | Typical value | Effect |
|---|---|---|
| Flying height | 60 m to 120 m above ground | Lower height gives smaller GSD and more detail |
| Forward overlap | 75% to 85% | Ensures each point appears in several images along the line |
| Side overlap | 65% to 75% | Ensures coverage between adjacent flight lines |
| GSD | 1 cm to 5 cm per pixel | Controls the level of detail and achievable accuracy |
| Flight speed | 5 m/s to 12 m/s | Faster speeds may cause blur unless shutter speed is high |
| Shutter speed | 1/1,000 s or faster | Prevents motion blur |
| Camera angle | Nadir (vertical); oblique for buildings | Vertical for maps, oblique for 3D facades |
A drone camera has a sensor width of 13.2 mm, focal length of 8.8 mm and image size of 5,472 × 3,648 pixels. It flies at 100 m with 80% forward overlap and 70% side overlap, with the short side of the image along the flight direction. Find the GSD, footprint, photo spacing and line spacing.
GSD = (Sensor width × H) ÷ (Focal length × Image width)
GSD = (13.2 × 100) ÷ (8.8 × 5,472)
GSD = 1,320 ÷ 48,153.6
GSD = 0.0274 m = 2.74 cm per pixel
Footprint across track = 0.0274 × 5,472 = 150 m
Footprint along track = 0.0274 × 3,648 = 100 m
Photo spacing = 100 × (1 − 0.80) = 20 m
Line spacing = 150 × (1 − 0.70) = 45 m
Photo scale = 8.8 mm ÷ 100,000 mm ≈ 1 : 11,364
The flight path is the route the drone follows over the area, usually a series of parallel flight lines (strips) in a back-and-forth "lawnmower" pattern, with photographs taken at regular intervals along each line. Good flight path planning ensures complete coverage with the required overlap, consistent image quality and the shortest practical flying time. Flight lines are usually oriented along the longest side of the area to reduce the number of turns, and for 3D mapping of buildings a double grid (cross-hatch) or orbit pattern may be added. Example: for a road contractor mapping a 6 km corridor, the planner used two long lines along the road instead of many short cross lines, saving battery time and reducing turns.
| Pattern | Description | Best for |
|---|---|---|
| Single grid (lawnmower) | Parallel lines in one direction | Orthomosaics and terrain models of open areas |
| Double grid (cross-hatch) | Two sets of lines at right angles | 3D models of built-up areas and steep terrain |
| Corridor | One or a few lines along a linear feature | Roads, pipelines, rivers and power lines |
| Orbit (circular) | Circling a structure with oblique images | Towers, buildings and monuments |
Using the spacing from 2.1.2 (photo spacing 20 m, line spacing 45 m), a site 900 m long and 600 m wide is flown with lines along the length at 8 m/s. Estimate the number of lines, photos and flying time.
Number of lines = (Width ÷ Line spacing) + 1
Lines = (600 ÷ 45) + 1 = 13.3 + 1, so 15 lines
Photos per line = (Length ÷ Photo spacing) + 1
Photos per line = (900 ÷ 20) + 1 = 46 photos
Total photos = 15 × 46 = 690 photos
Flight distance = 15 × 900 + 14 × 45 = 13,500 + 630 = 14,130 m
Flight time = 14,130 ÷ 8 = 1,766 s ≈ 29.4 minutes
With about 20 minutes of usable flight per battery, 2 batteries are needed.
Before flying, the planner must consider the terrain, weather and airspace regulations, because each can make a flight unsafe, illegal or unsuccessful. Terrain affects the actual height above ground and therefore the GSD and overlap, weather affects the drone’s stability and image quality, and regulations control where, how high and under what permissions drones may operate. In Kenya, drone operations are regulated by the Kenya Civil Aviation Authority (KCAA) under the Civil Aviation (Unmanned Aircraft Systems) Regulations, which cover registration, pilot licensing, operating limits and permissions, and the current requirements should always be checked with KCAA before a mission. Example: a team mapping a tea farm on steep slopes in Kericho used terrain following and planned the flight for the morning, before the usual afternoon rain and wind.
Mission preparation is the work done before take-off to make sure the equipment is complete and working, the ground control is in place, the team understands the plan, and risks to people, property and the drone are controlled. A thorough pre-flight checklist prevents common failures such as flat batteries, missing memory cards, uncalibrated compasses or wrong camera settings, which can waste a whole field day. Safety procedures include a site risk assessment, briefing, establishing a safe take-off zone and agreeing emergency actions. Example: before mapping a hospital’s new site, the survey team placed and surveyed ground control points, cordoned off the take-off area and briefed hospital security about the flight.
| Name | Specification | Use |
|---|---|---|
| Survey drone | Multirotor or fixed-wing with mapping camera, RTK/PPK optional | Capturing aerial images |
| Batteries and charger | Enough fully charged batteries for the mission plus spares | Powering the drone |
| Remote controller and tablet | With flight planning app installed and charged | Controlling and monitoring the flight |
| Memory cards | High-speed cards with sufficient capacity, formatted | Storing images |
| Ground control point (GCP) targets | High-contrast panels about 60 cm × 60 cm | Marking points visible in the images |
| GNSS RTK receiver | Centimetre accuracy | Surveying GCP and check point coordinates |
| Landing pad | Portable, about 1 m diameter | Providing a clean take-off and landing surface |
| Anemometer | Handheld wind meter | Checking wind speed on site |
| Safety equipment | High-visibility vests, cones, first aid kit, fire extinguisher for batteries | Protecting the team and public |
Conducting the flight mission is the stage where the drone takes off, flies the planned lines automatically and captures the aerial images, while the pilot and observer supervise. Most survey missions are flown in automatic mode by the flight planning app, which triggers the camera at the planned positions to achieve the correct overlap, but the pilot must be ready to take manual control at any time. Good practice is to take a short test photo, confirm image quality, and keep records of each flight for processing and quality checks. Example: a team mapping a flower farm’s greenhouses near Naivasha flew in the late morning when the wind was calm, completing the mission in three flights with battery changes between them.
During the mission, the pilot continuously monitors the drone, its telemetry and the site conditions, and adjusts the plan if conditions change or problems arise, so that the data remains complete and the operation stays safe. Monitoring covers battery level, signal strength, GNSS status, wind warnings, photo count and the drone’s position relative to obstacles and people, while adjustments may include pausing the mission, changing height or speed, returning early or adding a re-flight of a missed area. Example: while mapping a county market site, the observer noticed a crane being raised nearby, so the pilot paused the mission, increased the safe height in that area and resumed once clearance was confirmed.
| Item | What to watch | Action if there is a problem |
|---|---|---|
| Battery level | Remaining percentage and voltage | Return early and change battery before critical level |
| Signal strength | Controller and video link quality | Move closer or return home if signal weakens |
| GNSS status | Number of satellites and RTK fix | Pause or return if positioning is lost |
| Wind | Drone speed, drift and wind warnings | Pause or land if wind exceeds limits |
| Photo count | Images taken versus planned | Re-fly sections with missing photos |
| Airspace and obstacles | Other aircraft, birds, people and new obstacles | Pause, climb or land as needed |
Post-flight processing converts the aerial photographs into accurate photogrammetric products such as orthomosaics, digital surface and terrain models, point clouds, contours and volume reports, using photogrammetry software. The software finds common features in overlapping images, computes the camera positions and orientations (aerial triangulation), uses ground control points to fix the model to the correct coordinates, and then builds dense 3D data from which the products are generated. Accuracy is then checked against independent check points and reported as a root mean square error (RMSE). Example: images of a water company’s treatment works site were processed into a 3 cm orthomosaic and a terrain model that the engineers used to design new pipelines.
| Product | Description | Typical use |
|---|---|---|
| Orthomosaic | Geometrically corrected, scaled image of the whole area | Base maps, planning and boundary work |
| Dense point cloud | Millions of 3D points coloured from the images | Detailed 3D models and measurements |
| Digital surface model (DSM) | Heights of the top surface, including buildings and trees | Line of sight, building heights |
| Digital terrain model (DTM) | Bare-ground heights with vegetation and buildings removed | Contours, drainage and earthworks design |
| Contours | Lines of equal height derived from the DTM | Topographic plans |
| Volume report | Cut, fill or stockpile volumes | Quarries, earthworks and progress payments |
RMSE = √[Σ(error²) ÷ n]
Five check points show height differences between the model and the ground survey of +2, −3, +4, −1 and +3 cm. Find the vertical RMSE.
Σ(error²) = 2² + 3² + 4² + 1² + 3²
Σ(error²) = 4 + 9 + 16 + 1 + 9 = 39 cm²
RMSE = √(39 ÷ 5)
RMSE = √7.8
RMSE = 2.79 cm
The finished products are brought into GIS and survey software together with existing data: cadastral boundaries, ground survey points, utility records and land use layers. Overlaying the orthomosaic on registry index maps shows where boundaries, fences and buildings differ, and terrain models are combined with ground survey levels for design work. Products are delivered in the client's coordinate system (for example Arc 1960 UTM, or WGS 84 where specified) with metadata stating date of flight, GSD and achieved accuracy.
Explain the steps a land surveyor should take to accurately determine the area to be mapped for a photogrammetric survey. (10 marks)
Discuss the factors influencing the selection of flight parameters in aerial photogrammetry and how they affect image quality. (10 marks)
Describe how terrain and weather conditions impact flight planning and execution in land surveying using photogrammetric methods. (10 marks)
Outline the procedures involved in preparing for a photogrammetric flight mission, highlighting safety considerations. (10 marks)
Explain the importance of monitoring and adjusting the flight plan during the mission, including examples of possible adjustments. (10 marks)
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Create a free accountThis chapter covered the essential process of conducting image acquisition in photogrammetric surveys, beginning with detailed flight planning. It emphasized the importance of accurately determining the area to be mapped and selecting suitable flight parameters such as altitude and image overlap to ensure comprehensive coverage. Planning the flight path took into account terrain features, weather conditions, and airspace regulations to optimize image quality and mission safety. Preparation for mission execution included setting up equipment and implementing safety procedures, followed by the actual flight mission where aerial imagery was captured. The chapter highlighted the need for real-time monitoring and adjustment of the flight plan during the mission, as well as post-flight data analysis to produce accurate photogrammetric outputs. Environmental conditions crucial for successful image acquisition were discussed, focusing on clear weather, good visibility, minimal cloud cover, stable atmospheric conditions, and favorable lighting. Finally, the roles of ground control points, image quality, and ground truthing were examined as fundamental components for ensuring the precision and reliability of photogrammetric surveys.
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