US4727374A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Aerial surveying system
Assignee: Individual
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Filing: 1982-01-11
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Granted: 1988-02-23
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Expires: 2002-01-11
Abstract
Abstract An aerial survey method to determine ground contours establishes a reference plane to which all contour measurements are referred. The reference plane intersects a rotating beam optical radar unit which includes a receiving antenna. The antenna receives signal waves emanating from the aircraft to measure the relative height of the aircraft with respect to the reference plane. A survey track along the ground for the aircraft is determined and the position of the aircraft along the track is continuously measured. The aircraft is flown continuously along the track and repeated altitude measurements of the aircraft are made. The relative height of the aircraft with respect to the reference plane, the altitude of the aircraft above the ground and the position of the aircraft along the survey track are correlated to determine the ground contours.
Inventors
- 👤 Richard A. Boulais
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-27 11:46
CPC Classifications
G; G01; G01C; G01C15/00; G01C15/002; G01C15/004
Claims Analysis
Total Claims: 2
Claim 1
Independent Claim
261 words
A method of aerial surveying to determine ground contours comprising, in combination, the steps of: (a) collecting data by (i) positioning a radar unit at a known point on the ground; (ii) defining an imaginary reference plane with respect to said radar unit; (iii) establishing a survey track for an aircraft along the ground and continuously moving said aircraft along said track, said aircraft including an altimeter for measuring the height of of said aircraft above the ground; (iv) simultaneously, continuously determining the position of the aircraft at selected times T 1 , T 2 , T 3 . . . T n as said aircraft continuously moves along said survey track, utilizing said radar unit to measure the range and elevation of said aircraft with respect to said radar unit at said selected times T 1 , T 2 , T 3 . . . T n as said aircraft continuously moves along said track, and utilizing said altimeter to determine the height of said aircraft at said selected times T 1 , T 2 , T 3 . . . T n , and (v) correlating the range, elevation, position and height of said aircraft above the ground at each of said selected instants in time T 1 , T 2 , T 3 . . . T n to determine the distance from said reference plane to the ground for the location of said aircraft at each of said instants in time; and (b) developing ground contours from the reference plane to ground distances calculated in step (v).
Claim 2
Independent Claim
261 words
A method of aerial surveying to determine ground contours comprising, in combination, the steps of: (a) collecting data by (i) positioning a radar unit at a known point on the ground; (ii) defining an imaginary reference plane with respect to said radar unit; (iii) establishing a survey track for an aircraft along the ground and continuously moving said aircraft along said track, said aircraft including an altimeter for measuring the height of of said aircraft above the ground; (iv) simultaneously, continuously determining the position of the aircraft at selected times T 1 , T 2 , T 3 . . . T n as said aircraft continuously moves along said survey track, utilizing said radar unit to measure the range and elevation of said aircraft with respect to said radar unit at said selected times T 1 , T 2 , T 3 . . . T n as said aircraft continuously moves along said track, and utilizing said altimeter to determine the height of said aircraft at said selected times T 1 , T 2 , T 3 . . . T n , and (v) correlating the range, elevation, position and height of said aircraft above the ground at each of said selected instants in time T 1 , T 2 , T 3 . . . T n to determine the distance from said reference plane to the ground for the location of said aircraft at each of said instants in time; and (b) developing ground contours from the reference plane to ground distances calculated in step (v).
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1991-02-22 | 1991-08-24 | 1992-02-23 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1995-02-22 | 1995-08-24 | 1996-02-23 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1999-02-22 | 1999-08-24 | 2000-02-23 | $7700.00 | Window Closed / Lapsed |