Method and apparatus for detecting and correcting freeway-ramp-freeway situation in calculated route

• US 9,927,251 B2
• Filed: 02/24/2009
• Issued: 03/27/2018
• Est. Priority Date: 02/24/2009
• Status: Active Grant

• Current Assignee: Alpine Electronics Incorporated (Alps Alpine Co., Ltd.)
• Original Assignee: Alpine Electronics Incorporated (Alps Alpine Co., Ltd.)
• Inventors: Vu, Tien, Doi, Shinobu
• Primary Examiner(s): Wilder, A Hunter
• Application Number:
  US12/380,180
• Publication Number:
  US 20100217512A1
• Time in Patent Office: 3,318 Days
• Field of Search: 701201, 701411
• CPC Class Codes: G01C 21/3461 Preferred or disfavoured areas, e.g. dangerous zones, toll or emission zones, intersections, manoeuvre types, segments such as motorways, toll roads, ferries
• CPC Class Codes: G08G 1/096827 where the route is computed onboard

Abstract

A method detects a particular freeway-ramp-freeway situation in a calculated route and corrects the route by replacing the freeway-ramp-freeway situation with all-freeway segments. The method includes the steps of: establishing a calculated route to a destination; examining the calculated route to detect whether there is a first point where the calculated route exits a freeway and a second point where the calculated route enters a freeway; evaluating map data to determine whether the freeway exited and the freeway entered are the same freeway; and replacing road segments of the calculated route between the first point and the second point constituting the freeway-ramp-freeway situation with freeway segments between the first point and the second point, thereby avoiding the freeway-ramp-freeway situation.

Claims

1. A computer-implemented method of correcting a particular situation in a calculated route between a start point to a destination for a navigation system, the method comprising:

establishing, by a processor of the navigation system, the calculated route between the start point and the destination where the calculated route includes a freeway, wherein the start point is a current vehicle position measured by a position measuring device of the navigation system that includes a GPS (global positioning system) receiver;

examining, by the processor, the calculated route from one end to another end, in a forward direction, to detect whether there is a first point where the calculated route exits a freeway;

further examining, by the processor, the calculated route in the forward direction in order to detect whether there is a second point where the calculated route enters a freeway by shifting for a limited distance to find whether there is a ramp-to-freeway transition;

evaluating, by the processor, map data associated with the calculated route to determine whether the freeway exited at the first point and the freeway entered at the second point are the same freeway;

determining, by the processor, that a freeway-ramp-freeway situation exists in the calculated route when the freeway exited and the freeway entered are the same where the freeway-ramp-freeway situation is defined as a situation where the calculated route exits a freeway and immediately enters the same freeway;

retrieving, by the processor, one or more freeway segments between the first point and the second point by searching all-freeway segments without changing cost associated to the road segments;

replacing, by the processor, road segments of the calculated route between the first point and the second point constituting the freeway-ramp-freeway situation with the retrieved freeway segments between the first point and the second point, thereby changing the freeway-ramp-freeway situation to an all-freeway situation and creating a new route; and

displaying, on a display screen of the navigation system, a map image including a map guide image and an arrow guide image of the new route while superimposing the current vehicle position measured by the position measuring device;

wherein said step of evaluating the map data to determine whether the freeway exited at the first point and the freeway entered at the second point are the same is conducted by comparing link IDs of the first point and the second point while taking map mesh IDs into consideration when the first point and the second point belong to different map meshes from one another in the map data retrieved from a data storage device.

2. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, after conducting said step of establishing the calculated route, the method further comprising a step of changing, by using the processor, the calculated route by dynamically evaluating a cost of the calculated route based on factors including current or estimated traffic conditions on the calculated route retrieved through a wireless communication device.

3. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, wherein the limited distance is a predetermined distance in a range of 0.5 miles to 1.5 miles.

4. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, wherein said step of evaluating the map data to determine whether the freeway exited at the first point and the freeway entered at the second point are the same is conducted by comparing link IDs of the first point and the second point at the same or higher map layer level when the first point and the second point belong to different map meshes from one another in the map data retrieved from the data storage device.

5. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, before conducting said step of replacing the road segments of the calculated route, the method further comprising a step of comparing, by using the processor, a first cost associated with the freeway-ramp-freeway situation with a second cost associated with the all-freeway situation and proceeding to said step of replacing the road segments unless the second cost is higher than the first cost by a predetermined degree where the cost is determined based on factors including a distance and a time length.

6. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, before conducting said step of replacing the road segments of the calculated route, the method further comprising a step of examining, by using the processor, a traffic regulation governing a location of the freeway-ramp-freeway situation and immediately proceeding to said step of replacing the road segments when the traffic regulation retrieved from a data storage device or through a wireless communication device prohibits the freeway-ramp-freeway situation.

7. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 1, after conducting said step of determining that the freeway-ramp-freeway situation exists, the method further comprising a step of evaluating, by using the processor, the map data retrieved from a data storage device to find a freeway segment that is connected to the first point and is oriented in the forward direction.

8. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 7, after conducting said step of finding the freeway segment that is connected to the first point, the method further comprising, by using the processor, a step of evaluating the map data to find a freeway segment on the calculated route within a predetermined distance from the first point, and a step of evaluating, by using the processor, the map data to find a freeway segment that is incoming to the second point.

9. A computer-implemented method of correcting a particular situation in a calculated route as defined in claim 8, after conducting said step of finding the freeway segment that is incoming to the second point, the method further comprising a step of retrieving, by using the processor, all of freeway segments between the first point and the second point so that the retrieved freeway segments replace the road segments constituting the freeway-ramp-freeway situation.

10. An apparatus for correcting a particular situation in a calculated route between a start point to a destination for a navigation system, comprising:

a data storage device which stores map data related to operations of the navigation system;

a position measuring device that includes a GPS (global position system) receiver;

a display screen which displays information and images related to the operations of the navigation system including selection of a start point and a destination, and route guidance to the destination; and

a processor controlling overall operations of the navigation system including retrieving the map data from the data storage device, selecting and correcting the calculated route between the start point and the destination, and guiding a user to the destination;

wherein the processor controls the following operations of;

establishing the calculated route between the start point and the destination where the calculated route includes a freeway, wherein the start point is a current vehicle position measured by the position measuring device that includes the GPS receiver;

examining the calculated route from one end to another end, in a forward direction, to detect whether there is a first point where the calculated route exits a freeway;

further examining the calculated route in the forward direction in order to detect whether there is a second point where the calculated route enters a freeway by shifting for a limited distance to find whether there is a ramp-to-freeway transition;

evaluating map data associated with the calculated route to determine whether the freeway exited at the first point and the freeway entered at the second point are the same freeway;

determining a freeway-ramp-freeway situation exists in the calculated route when the freeway exited and the freeway entered are the same where the freeway-ramp-freeway situation is defined as a situation where the calculated route exits a freeway and immediately enters the same freeway;

retrieving one or more freeway segments between the first point and the second point by searching all-freeway segments without changing cost associated to the road segments;

replacing road segments of the calculated route between the first point and the second point constituting the freeway-ramp-freeway situation with freeway segments between the first point and the second point, thereby changing the freeway-ramp-freeway situation to an all-freeway situation and creating a new route; and

displaying, on the display screen, a map image including a map guide image and an arrow guide image of the new route while superimposing the current vehicle position measured by the position measuring device; and

wherein the operation of evaluating the map data to determine whether the freeway exited at the first point and the freeway entered at the second point are the same is conducted by the processor by comparing link IDs of the first point and the second point while taking map mesh IDs into consideration when the first point and the second point belong to different map meshes from one another in the map data.

11. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, after conducting the operation of establishing the calculated route, the processor further controls an operation of changing the calculated route by dynamically evaluating a cost of the calculated route based on factors including current or estimated traffic conditions on the calculated route retrieved through a wireless communication device.

12. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, wherein the limited distance is a predetermined distance in a range of 0.5 miles to 1.5 miles.

13. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, wherein the operation of evaluating the map data to determine whether the freeway exited at the first point and the freeway entered at the second point are the same is conducted by the processor by comparing link IDs of the first point and the second point at the same or higher map layer level when the first point and the second point belong to different map meshes from one another in the map data.

14. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, before conducting the operation of replacing the road segments of the calculated route, the processor further controls an operation of comparing a first cost associated with the freeway-ramp-freeway situation with a second cost associated with the all-freeway situation and proceeding the operation of replacing the road segments unless the second cost is higher than the first cost by a predetermined degree where the cost is determined based on factors including a distance and a time length.

15. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, before conducting the operation of replacing the road segments of the calculated route, the processor further controls an operation of examining a traffic regulation governing a location of the freeway-ramp-freeway situation and immediately replacing the road segments when the traffic regulation prohibits the freeway-ramp-freeway situation.

16. An apparatus for correcting a particular situation in a calculated route as defined in claim 10, after conducting the operation of determining that the freeway-ramp-freeway situation exists, the processor further controls an operation of evaluating the map data to find a freeway segment that is connected to the first point and is oriented in the forward direction.

17. An apparatus for correcting a particular situation in a calculated route as defined in claim 16, after conducting the operation of finding the freeway segment that is connected to the first point, the processor further controls operations of evaluating the map data to find a freeway segment on the calculated route within a predetermined distance from the first point, and evaluating the map data to find a freeway segment that is incoming to the second point.

18. An apparatus for correcting a particular situation in a calculated route as defined in claim 17, after conducting the operation of finding the freeway segment that is incoming to the second point, the processor further controls an operation of retrieving all of freeway segments between the first point and the second point so that the retrieved freeway segments replace the road segments constituting the freeway-ramp-freeway situation.