AUTOMATED TRACK SURVEYING AND BALLAST REPLACEMENT

• US 20130096739A1
• Filed: 10/17/2012
• Published: 04/18/2013
• Est. Priority Date: 10/18/2011
• Status: Active Grant

• Current Assignee: Herzog Railroad Services, Inc.
• Original Assignee: Herzog Railroad Services, Inc.
• Inventors: Bounds, Ivan E., Landes, Nathan A.
• Granted Patent: US 8,781,655 B2
• Time in Patent Office: Days
• US Class Current: 701/19
• CPC Class Codes: B61K 9/00 Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
• CPC Class Codes: E01B 27/02 Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means

Abstract

A method of surveying a section of a railway to determine amounts of ballast to be replaced keyed to position coordinates of track locations includes moving a survey vehicle along the railway, optically scanning the track at selected intervals to obtain optical data points with associated position coordinates, recording images at the intervals with position coordinates, recording position coordinates of no-spread zones, processing the optical data points to derive ballast unit weights associated with locations along the track, detecting anomalous unit weights, accessing images associated with the locations of the anomalous unit weights, accessing the anomalous unit weights to adjust as necessary, and loading the adjusted data into a computer of a ballast train to control the application of replacement ballast along the track according to the detected position of the ballast train.

Claims

1. A method for automated track surveying and ballast replacement and comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along said section of railway using a survey vehicle position coordinate system;

(c) concurrently;

(1) scanning said railway to obtain position referenced track profile data points at each of said intervals;

(2) recording image data of said railway at each of said intervals; and

(3) entering end locations of ballast no-spread zones along the railway section;

(d) processing said track profile data points to obtain ballast replacement unit weights per selected unit of length of said railway section, each ballast replacement unit weight being positionally associated with a corresponding unit of said railway section;

(e) detecting anomalous unit weights among said ballast replacement unit weights which exceed a selected unit weight;

(f) providing access to image data corresponding with any unit of said railway section associated with anomalous unit weight to enable review of such image data;

(g) providing access to said anomalous unit weights to enable adjustment thereof to appropriate levels in response to reviewing image data associated therewith; and

(h) loading said survey vehicle position coordinates and data representing said unit weights, including adjusted unit weights, into a ballast distribution computer controlling distribution of ballast from ballast distribution cars of a ballast train to thereby distribute said unit weights of ballast to corresponding units of length of said railway section.

2. A method as set forth in claim 1 wherein said step of recording image data includes the step of:

(a) recording panoramic image data of said railway at each of said intervals.

3. A method as set forth in claim 1 and including the step of:

(a) obtaining said survey vehicle position coordinates using a global positioning system receiver.

4. A method as set forth in claim 1 and including the step of:

(a) obtaining said survey vehicle position coordinates using an inertial measurement unit.

5. A method as set forth in claim 1 and including the step of:

(a) obtaining said survey vehicle position coordinates using a wheel encoder of said survey vehicle.

6. A method as set forth in claim 1 and including the step of:

(a) obtaining said track profile data points by optically scanning said railway using a laser scanning device.

7. A method for automated track surveying and ballast replacement and comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along said section of railway using a survey vehicle position coordinate system;

(c) concurrently;

(1) optically scanning said railway to obtain position referenced optical track profile data points at each of said intervals;

(2) recording image data of said railway at each of said intervals; and

(3) entering end locations of ballast no-spread zones;

(d) processing said optical track profile data points to obtain ballast replacement unit weights per selected unit of length of said railway section, each ballast replacement unit weight being positionally associated with a corresponding unit of said railway section;

(e) detecting anomalous unit weights among said ballast replacement unit weights which exceed a selected unit weight;

(f) providing access to image data corresponding with any unit of said railway section associated with anomalous unit weight to enable review of such image data;

(g) providing access to said anomalous unit weights to enable adjustment thereof to appropriate levels in response to reviewing image data associated therewith; and

(h) loading said survey vehicle position coordinates and data representing said unit weights, including adjusted unit weights, into a ballast distribution computer controlling distribution of ballast from ballast distribution cars of a ballast train to thereby distribute said unit weights of ballast to corresponding units of length of said railway section.

8. A method as set forth in claim 7 and including the steps of:

(a) processing said track profile data points to obtain ballast profile data representing a transverse cross sectional survey profile of a ballast bed of said railway at each of said intervals;

(b) comparing said profile data of each interval with template data representing a standard ballast bed template profile;

(c) calculating a difference area between each survey profile and said template profile;

(d) summing the difference areas of all intervals within each of a plurality of units of said section of railway to obtain a plurality of unit volumes of ballast to be replaced in said units; and

(e) converting said unit volumes to said ballast replacement unit weights.

9. A method as set forth in claim 7 wherein said step of recording image data includes the step of:

(a) recording panoramic image data of said railway at each of said intervals.

10. A method as set forth in claim 7 and including the step of:

(a) obtaining said track profile data points by optically scanning said railway using a laser scanning

11. A method as set forth in claim 7 and including the step of:

(a) obtaining said survey vehicle position coordinates using a global positioning system receiver.

12. A method as set forth in claim 7 and including the step of:

(a) obtaining said survey vehicle position coordinates using an inertial measurement unit.

13. A method as set forth in claim 7 and including the step of:

(a) obtaining said survey vehicle position coordinates using a wheel encoder of said survey vehicle.

14. A method as set forth in claim 7 and including the step of:

(a) obtaining said ballast train position coordinates using a global positioning system receiver.

15. A method for automated track surveying and ballast replacement and comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along the railway section using a survey vehicle position coordinate system;

(c) optically scanning said railway at each of said intervals to obtain track profile data points, each of said track profile data points having position coordinates referenced thereto;

(d) recording image data of said railway at each of said intervals, each image having position coordinates associated therewith;

(e) entering no-spread data marking a beginning or end positions of areas of said railway section on which ballast will not be spread, said no-spread data having position coordinates associated therewith;

(f) processing said track profile data points to obtain ballast survey profiles of each of said intervals, comparing said survey profiles with standard ballast bed template profiles to determine area differences therebetween, and converting said area differences to ballast replacement unit weights per selected unit of length of said railway section, each ballast replacement unit weight being positionally associated with a corresponding unit of said railway section;

(g) detecting anomalous unit weights among said ballast replacement unit weights which exceed a selected unit weight;

(h) providing access to image data corresponding with any unit of said railway section associated with an anomalous unit weight to enable review of such image data;

(i) providing access to said anomalous unit weights to enable adjustment of selected ones of said anomalous unit weights to appropriate levels in response to reviewing image data associated therewith; and

(j) loading said survey vehicle position coordinates and data representing said unit weights, including adjusted unit weights, into a ballast distribution computer controlling distribution of ballast from ballast distribution cars of a ballast train to thereby distribute said unit weights of ballast to corresponding units of length of said railway section.

16. A method as set forth in claim 15 wherein said step of recording image data includes the step of:

(a) recording panoramic image data of said railway at each of said intervals.

17. A method as set forth in claim 15 and including the step of:

(a) obtaining said survey vehicle position coordinates using a global positioning system receiver.

18. A method as set forth in claim 15 and including the step of:

(a) obtaining said survey vehicle position coordinates using an inertial measurement unit.

19. A method as set forth in claim 15 and including the step of:

(a) obtaining said survey vehicle position coordinates using a wheel encoder of said survey vehicle.

20. A method as set forth in claim 15 and including the step of:

(a) obtaining said track profile data points by optically scanning said railway using a laser scanning device.