Case Studies: GPS Surveying Principles
Case Study 1: Understanding Position Fix Requirements
Example
A surveyor hiking in a dense forest canyon is trying to establish a highly precise 3D position (Latitude, Longitude, and Elevation) using a handheld GPS receiver.
The receiver connects to only 3 satellites.
Explain why the receiver cannot calculate a precise 3D position and determine the minimum number of satellites required to establish a fully resolved 3D fix while correcting for receiver clock bias.
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Case Study 2: Analyzing Dilution of Precision (DOP)
Example
Two survey teams are using identical RTK GPS equipment to establish control points.
- Team A is working in an open, flat desert. Their receiver tracks 8 satellites that are spread out evenly across the entire sky, from low on the horizon to directly overhead.
- Team B is working in a narrow "urban canyon" surrounded by tall skyscrapers. Their receiver also tracks 8 satellites, but because of the buildings, all 8 satellites are clustered tightly together directly overhead at the zenith.
Explain which team will achieve higher positional accuracy and justify the answer using the concept of Geometric Dilution of Precision (GDOP).
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Solved Problems: GPS Computations
Problem 1: Distance to Satellite (Pseudorange) (Basic)
Example
A GPS receiver records the time it takes for a signal to travel from Satellite SV14 to the receiver's antenna.
The measured travel time () is seconds.
Assume the speed of light () in a vacuum is exactly .
Calculate the basic pseudorange (distance) from the satellite to the receiver, ignoring atmospheric delays and clock biases.
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Problem 2: Receiver Clock Bias Correction (Intermediate)
Example
In a simplified 1D GPS scenario, a receiver measures a pseudorange to a satellite directly overhead as .
The true, known distance to the satellite (calculated via ephemeris data) is exactly .
The speed of light () is .
Calculate the magnitude of the receiver's clock bias () in seconds, and determine whether the receiver's clock is running fast or slow compared to GPS time.
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Problem 3: Calculating GDOP Impact on Position (Advanced)
Example
A surveyor calculates a GPS position fix. The estimated User Equivalent Range Error (UERE) caused by satellite orbit, atmospheric delay, and receiver noise is .
Calculate the estimated positional error () for two different epochs:
- Epoch A, where the satellite geometry is excellent and .
- Epoch B, where the satellite geometry is poor and .
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