One-man field survey instrument

• US 4,754,553 A
• Filed: 04/18/1986
• Issued: 07/05/1988
• Est. Priority Date: 04/18/1986
• Status: Expired due to Fees

• Current Assignee: Ted Simpson
• Original Assignee: Ted Simpson
• Inventors: Simpson, Ted
• Primary Examiner(s): HAROIAN, HARRY
• Application Number:
  US06/853,392
• Time in Patent Office: 809 Days
• Field of Search: 33/365, 33/366, 33/521, 33/1 H, 33/338, 33/340, 33/341, 33/351-354, 33/375, 33/374, 33/391, 33/392, 33/355, 33/141.5
• US Class Current: 33/366.12
• CPC Class Codes: G01C 15/00 Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

Abstract

A one-man field survey instrument for conducting small scale engineering surveys. The instrument automatically measures relative vertical and horizontal angles as it is moved over the terrain. The measurements are thereafter processed to prepare a topographical survey. Alternative configurations are disclosed as are methods for using the instrument.

Claims

1. A one-man field survey instrument comprising:

a terrain engaging structure having two spaced-apart legs and means coupled thereto for maintaining the two legs parallel at all times, said structure being sufficiently small in size and light in weight to be moved by one man across the terrain with one or the other of the two legs in contact with the terrain;

means carried by said structure for sensing the vertical orientation of said legs and for providing an enabling signal responsively thereto;

means carried by said structure for measuring the vertical angle between predetermined points on said legs responsively to said enabling signal;

means carried by said structure for measuring the azimuth of said legs responsively to said enabling signal;

indication means carried by said structure for indicating the provision of said enabling signal;

a recorder for storing signals related to measured vertical angles and azimuths; and

a source of electrical power carried by said structure and operatively coupled to said recorder and to said sensing means, said measuring means, and said indication means

whereby said structure may be moved by one man across the terrain to be surveyed with one of the two legs on the terrain at all times, passing the legs through the vertical at each position when both legs are in contact with the terrain whereupon the vertical angle and azimuth of the structure is recorded and the operator signaled to move one of the legs to a new position in contact with the terrain.

2. A survey system comprising the survey instrument of claim 1 and a data processor for providing from the recorded signals a topographical map of the terrain over which said instrument has been moved.

3. The system of claim 2 wherein said data processor is remote from said instrument.

4. The system of claim 3 wherein said data processor is coupled to said instrument by electromagnetic wave energy.

5. The system of claim 2 wherein said data processor is carried by said instrument.

6. A field survey instrument for measuring elevational variations in terrain comprising:

a first leg adapted to contact the terrain;

a second leg adapted to contact the terrain, said second leg being parallel to said first leg;

means for determining when said legs are vertical;

means responsive to said vertical leg determining means for measuring the vertical angle relative to pre-selective points on said legs and the horizontal angle relative to said legs and a selected reference point spaced from the instruments; and

means for storing the measured angles

whereby said legs may be positioned vertically on the terrain to measure the vertical and horizontal angles therebetween and thereafter be swung repeatedly, one about the other, to selected new vertical positions without regard to variations in said terrain, measuring the vertical and horizontal angles at each new vertical position of the legs for use thereafter in interpreting the topographical features covered by the survey.

7. The instrument of claim 6 also comprising a magnetic compass for initializing said reference point in relation to a polar reference whereby horizontal angles may be measured as azimuthal angles.

8. The instrument of claim 6 wherein said storing means is carried by one of said legs.

9. The instrument of claim 6 wherein said storing means includes means carried by one of said legs for transmitting data related to said measurements and means remote from said instrument for receiving and storing the transmitted data.

10. The instrument of claim 6 also comprising a crossbar linkage for maintaining said legs parallel.

11. The instrument of claim 6 also comprising means for processing said measurements into a visual and coordinate display of the topographical features of the terrain surveyed.

12. A method of conducting a small scale topographical survey comprising the steps of:

(a) providing a pair of spaced-apart, parallel, terrain contacting legs;

(b) placing one leg on a starting point of the terrain to be surveyed;

(c) placing the second leg on a second point of the terrain to be surveyed;

(d) positioning said legs vertically to thereby enable the measurement of angles

(e) measuring the vertical angle between the legs and the azimuth of the line between the legs relative to a predetermined reference while enabled by the vertical post coming of said legs;

(f) recording the measured angles;

(g) swinging one leg about the other to additional points of contact with the terrain with one leg in contact with the terrain at all times and repeating steps (d) and (e) above at each such point of contact; and

(h) processing the measured angles to provide an approximation of topographical features covered by the survey.

13. The method of claim 12 wherein one of the previous points of contact is repeated to evaluate the accuracy of the measurements at intervening points of contact.