GEOTECHNICAL HORIZONTAL DIRECTIONAL DRILLING

• US 20110137618A1
• Filed: 12/06/2010
• Published: 06/09/2011
• Est. Priority Date: 12/04/2009
• Status: Abandoned Application

• Current Assignee: Quanta Associates, L.P. (Quanta Services Incorporated)
• Original Assignee: Quanta Associates, L.P. (Quanta Services Incorporated)
• Inventors: Fluharty, John Walter II, Halderman, Ronald G., Smith, Richard Neil
• Application Number:
  US12/961,482
• Publication Number:
  US 20110137618A1
• Time in Patent Office: Days
• US Class Current: 703/1
• CPC Class Codes: E21B 7/046 horizontal drilling drilling with mechanical conveying means E21B7/003
• CPC Class Codes: G06Q 30/0283 Price estimation or determination

Abstract

A system and method for designing and constructing an optimized underground crossing through the earth is provided. The underground crossing allows one or more delivery line to pass through the earth. The method involves forming an investigation bore path along a preliminary path of the underground crossing and collecting geological data along the investigation bore path. The method involves determining a selected bore path for the underground crossing and finalizing a design for the construction of the underground crossing. The finalized design is based upon the collected geological data. The method involves obtaining one or more permits for the underground crossing based on the finalized design.

Claims

1. A system for forming a bore path through the earth, wherein the bore path is for an underground crossing having of one or more delivery lines comprising:

a drilling rig;

a drilling tool conveyed into the earth by the drilling rig for forming an investigation bore path in the earth prior to forming the bore path; and

a data collection system for collecting geological information regarding the investigation bore path prior to constructing the bore path wherein the collected geological information from the investigation bore path is used to determine a selected path for the bore path.

2. The system of claim 1, wherein the data collection system further comprises a wireline logging tool.

3. The system of claim 1, wherein the data collection system further comprises a downhole survey tool.

4. The system of claim 1, wherein the data collection system further comprises a downhole sensor for measuring annular pressure.

5. The system of claim 1, wherein the data collection system further comprises a sensor for determining one or more geological parameters of the earth surrounding the investigation bore path.

6. The system of claim 1, wherein the data collection system further comprises a mud mixing system configured to separate cuttings from the investigation bore path for analysis by a geologist.

7. A method for forming an underground crossing through the earth at a worksite, wherein the underground crossing allows one or more delivery lines to pass through the earth, the method comprising;

determining a preliminary path of the underground crossing;

forming an investigation bore path along the preliminary path;

collecting geological data along the investigation bore path;

determining a selected bore path for the underground crossing;

finalizing the design of the underground crossing based on the collected geological data; and

forming the underground crossing along the selected bore path.

8. The method of claim 7, further comprising forming a second investigation bore path along a second preliminary path and collecting geological data along the second investigation bore path.

9. The method of claim 8, further comprising comparing the collected geological data from the investigation bore path and the second investigation bore path to determine the selected bore path.

10. The method of claim 7, wherein determining the preliminary path further comprises a site visit of the worksite.

11. The method of claim 10, wherein determining the preliminary path further comprises a land survey of the worksite and performing a preliminary design.

12. The method of claim 7, further comprising forming a log from the collected geological data.

13. The method of claim 12, wherein the log comprises a rate of penetration log.

14. The method of claim 12, wherein the log comprises a pressure log.

15. The method of claim 7, further comprising determining the location of one or more subsurface hazards during the forming of the investigation bore path.

16. The method of claim 15, further comprising avoiding the one or more subsurface hazards when forming the underground crossing.

17. A method for optimizing a design of an underground crossing through the earth at a worksite, wherein the underground crossing allows one or more delivery lines to pass through the earth, the method comprising;

forming an investigation bore path along a preliminary path of the underground crossing;

collecting geological data along the investigation bore path;

determining a selected bore path for the underground crossing;

finalizing a design for the construction of the underground crossing, wherein the finalized design is based upon the collected geological data; and

obtaining one or more permits for the underground crossing based on the finalized design.

18. The method of claim 17, wherein finalizing the design further comprises preparing a scope of work.

19. The method of claim 17, wherein finalizing the design further comprises estimating a cost of the construction project.

20. The method of claim 17, wherein finalizing the design further comprises estimating a schedule of the construction project.