System and method for monitoring soil conditions within a field
In one aspect, a system for monitoring soil conditions within a field may include an implement configured to be traversed across a field. The implement may further include a plurality of ground engaging tools pivotally coupled to the frame and a plurality of sensors. Each sensor may be configured to detect a parameter indicative of a current position of one of the plurality of ground engaging tools. Additionally, the system may include a controller configured to monitor a displacement of each ground engaging tool and determine a current global ground engaging tool displacement parameter for the implement based on the monitored displacements of the plurality of ground engaging tools. Additionally, the controller may be configured to identify a soil condition for a swath of the field being traversed by the implement based on a comparison between the current global ground engaging tool displacement parameter and a predetermined global displacement threshold.
1. A system for monitoring soil conditions within a field, the system comprising:
an agricultural implement configured to be traversed across a field, the implement including a frame extending laterally between a first side and a second side, the implement further including a plurality of ground engaging tools pivotally coupled to the frame, the ground engaging tools being spaced apart from one another laterally between the first and second sides of the frame, the implement further including a plurality of biasing elements, each biasing element being coupled between the frame and a corresponding ground engaging tool of the plurality of ground engaging tools and being configured bias the corresponding ground engaging tool to a predetermined ground engaging tool position relative to the frame;
a plurality of sensors, each sensor being configured to detect a parameter indicative of a current position of one of the plurality of ground engaging tools relative to the predetermined ground engaging tool position; and
a controller communicatively coupled to the plurality of sensors, the controller being configured to:
monitor a displacement of each ground engaging tool relative to the predetermined ground engaging tool position based on sensor measurements provided by the plurality of sensors;
determine a current global ground engaging tool displacement parameter for the implement based on the monitored displacements of the plurality of ground engaging tools; and
identify a soil condition for a swath of the field being traversed by the implement based on a comparison between the current global ground engaging tool displacement parameter and a predetermined global displacement threshold.
2. The system of claim 1 , wherein the current global ground engaging tool displacement parameter corresponds to a current maximum displacement value of the monitored displacements of the plurality of ground engaging tools.
3. The system of claim 1 , wherein the current global ground engaging tool displacement parameter corresponds to a current average displacement value of the monitored displacements of the plurality of ground engaging tools.
4. The system of claim 1 , wherein the controller is further configured to generate a field map that visually identifies the soil conditions for the field across each swath traversed by the implement.
5. The system of claim 1 , wherein the controller is further configured to initiate a control action associated with reducing the displacement of the ground engaging tools when the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold.
6. The system of claim 5 , wherein the control action is associated with notifying an operator of the implement when the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold.
7. The system of claim 5 , wherein the control action is associated with reducing a ground speed of the implement when the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold.
8. The system of claim 1 , wherein the controller is further configured to determine a percentage of the field traversed by the implement where the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold and compare the identified percentage to an associated threshold value of the field to determine a global soil condition for the field.
9. The system of claim 1 , wherein the controller is further configured to determine a number of times that the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold and compare the identified number of times to an associated threshold value to determine a global soil condition for the field.
10. The system of claim 1 , wherein the controller is further configured to identify a time period across which the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold and compare the identified time period to a threshold time period to determine when a ground engaging tool float event is occurring during operation of the implement.
11. The system of claim 1 , wherein the frame comprises a main section and a plurality of wing sections coupled to the main section, each section including at least one ground engaging tool of the plurality of ground engaging tools and at least one sensor of the plurality of sensors.
12. The system of claim 1 , wherein the implement is configured to be towed by a work vehicle across the field, the implement including first and second ground engaging tools of the plurality of ground engaging tools, the first and second ground engaging tool being configured to be laterally aligned with first and second wheels or first and second tracks of the work vehicle.
13. A method for monitoring soil conditions within a field during operation of an agricultural implement, the implement including a frame extending laterally between a first side and a second side, the implement further including a plurality of ground engaging tools pivotally coupled to the frame, the ground engaging tools being spaced apart from one another laterally between the first and second sides of the frame, the implement further including a plurality of biasing elements, each biasing element being coupled between the frame and a corresponding ground engaging tool of the plurality of ground engaging tools and being configured bias the corresponding ground engaging tool to a predetermined ground engaging tool position relative to the frame, the method comprising:
receiving, with a computing device, data indicative of a current position of each of the plurality of ground engaging tools relative to a predetermined ground engaging tool position;
determining, with the computing device, a current global ground engaging tool displacement parameter for the implement based on the displacements of the plurality of ground engaging tools; and
identifying, with the computing device, a soil condition for a swath of the field being traversed by the implement based on a comparison between the current global ground engaging tool displacement parameter and a predetermined global displacement threshold.
14. The method of claim 13 , wherein determining the current global ground engaging tool displacement parameter comprises identifying a current maximum displacement value of the displacements of the plurality of ground engaging tools.
15. The method of claim 13 , wherein determining the current global ground engaging tool displacement parameter comprises calculating a current average displacement value of the displacements of the plurality of ground engaging tools.
16. The method of claim 13 , further comprising:
generating, by the computing device, a field map that visually identifies the soil conditions for the field across each swath traversed by the implement.
17. The method of claim 13 , further comprising:
initiating, by the computing device, a control action associated with reducing the displacement of the ground engaging tools when the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold.
18. The method of claim 13 , further comprising:
determining, with the computing device, a percentage of the field traversed by the implement where the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold; and
comparing, with the computing device, the identified percentage to an associated threshold value to determine a global soil condition for the field.
19. The method of claim 13 , further comprising:
determining, with the computing device, a number of times that the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold; and
comparing, with the computing device, the identified number of times to an associated threshold value to determine a global soil condition for the field.
20. The method of claim 13 , further comprising:
identifying, with the computing device, a time period across which the current global ground engaging tool displacement parameter exceeds the predetermined global displacement threshold; and
comparing, with the computing device, the identified time period to a threshold time period to determine when a ground engaging tool float event is occurring during operation of the implement.