Automatic depth control system
A system for uncovering a desired and pre-planned trench. A trenching machine is equipped with sensors, including visual imaging sensors. The sensors detect the inclination of the ground and movement of the trenching machine, as well as the angle of a trenching boom. Using this information, and a pre-determined preferred trench grade, a processor commands the trenching boom to adjust its angle to maintain the preferred trench grade. Surface irregularities may therefore be accounted for along the length of the trench to maintain a constant grade at the trench bottom.
1. A method comprising:
designating a preferred excavation dimension for a first location;
using one or more scanning devices to collect imaging data from areas at and around the first location;
excavating the ground at the location with a digging attachment carried by a self-propelled work machine, the position of the digging attachment being denoted by an excavating dimension; and
using the imaging data, positioning the digging attachment such that its position matches the preferred excavation dimension.
2. The method of claim 1 further comprising;
prior to the positioning step, using one or more scanning devices to collect imaging data from areas at and around the first location;
using the imaging data, identifying a ground plane associated with the first location; and
in which the step of positioning the digging attachment is carried out with reference to the identified ground plane.
3. The method of claim 1 wherein the preferred excavation dimension is an excavation bottom depth.
4. The method of claim 3 in which the excavation has a length, and in which the preferred depth of the excavation over the length results in a uniform grade along the excavation bottom.
5. The method of claim 1 in which the digging attachment is a trencher boom.
6. The method of claim 1 further comprising:
moving the self-propelled work machine away from the first location to a spaced second location, the second location having a preferred excavation dimension;
using one or more scanning devices to collect imaging data from areas at and around the second location; and
using the imaging data, positioning the digging attachment such that its position matches the preferred excavation dimension for the second location.
7. The method of claim 1 in which the step of adjusting the digging attachment comprises:
changing an angle of the digging attachment relative to the self-propelled work machine.
8. The method of claim 1 in which the image data comprises a visible image.
9. The method of claim 1 in which the image data comprises a three dimensional plot.
10. The method of claim 1 further comprising:
placing one or more visual markers along a path of the excavation; and
capturing the location of the one or more visual markers in the image data.
11. A method comprising:
determining a preferred excavation depth for a location;
with a work machine carrying an elongate trencher boom, excavating the ground at the location;
while excavating the ground at the location, performing the steps of:
identifying a ground plane upon which the work machine is situated;
ascertaining the inclination of the trencher boom;
using one or more scanning devices to collect imaging data from areas around the work machine; and
using the inclination of the trencher boom, the identified ground plane, and the collected imaging data, adjusting the boom inclination such that the trencher boom's depth matches the preferred excavation depth.
12. The method of claim 11 in which the image data comprises representations of visual markers having known locations relative to the excavation.
13. The method of claim 11 in which the image data comprises frame-to-frame optical flow data captured during the uncovering of the excavation.
14. The method of claim 11 further comprising:
with a hydraulic system, providing power for translation of the work machine and uncovering of the excavation by the trencher boom;
monitoring the hydraulic system pressure; and
adjusting the speed of translation of the work machine in response to the hydraulic system pressure.
15. The method of claim 14 in which translation of the work machine is slowed in response to increased hydraulic system pressure.
16. The method of claim 11 in which the image data is captured by a stereovision sensor.
17. The method of claim 11 in which the location is one of a series of locations, each location having a preferred excavation depth, the excavated locations defining a path of constant grade.
18. A method comprising:
excavating the ground with a digging attachment of a self-propelled work machine;
detecting the inclination of the ground surface underlying the work machine;
using the ground surface inclination, positioning the digging attachment as required to maintain it at a desired depth; and
using one or more scanning devices on the machine to collect imaging data about the excavation.
19. A method of using a work machine having an elongate boom equipped with a digging tool, comprising:
excavating a trench with the digging tool;
using one or more scanning devices to collect imaging data from areas around the work machine and the trench;
from the imaging data, identifying a ground plane upon which the work machine is situated;
after identifying a ground plane, ascertaining the inclination of the boom; and
using the boom inclination and the identified ground plane, calculating an estimated depth of the digging tool.
20. The method of claim 19 in which a predetermined depth for the trench is chosen for the trench before the excavating step, and further comprising:
after calculating the estimated depth, changing the inclination of the boom as required to match the depth of the digging tool to the predetermined depth.