Method for testing a prestressed concrete conduit

• US 5,996,413 A
• Filed: 10/31/1997
• Issued: 12/07/1999
• Est. Priority Date: 10/31/1997
• Status: Expired due to Fees

• Current Assignee: The Metropolitan Water District of Southern California
• Original Assignee: Metropolitan Water District of California
• Inventors: Webster, Harvey O. III, Iyer, Subramanian T. M.
• Primary Examiner(s): Williams, Hezron
• Assistant Examiner(s): FAYYAZ, NASHMIYA SAQIB
• Application Number:
  US08/962,438
• Time in Patent Office: 767 Days
• Field of Search: 73/594, 73/598, 73/600, 73/579, 73/584, 73/635, 73/637, 73/592
• US Class Current: 73/592
• CPC Class Codes: G01N 2291/011 Velocity or travel time
• CPC Class Codes: G01N 2291/015 Attenuation, scattering
• CPC Class Codes: G01N 2291/0423 Surface waves, e.g. Rayleigh waves, Love waves
• CPC Class Codes: G01N 2291/103 one emitter, two or more receivers
• CPC Class Codes: G01N 29/045 by imparting shocks to the workpiece and detecting the vibrations or the acoustic waves caused by the shocks measuring resonant frequency G01H13/00; measuring strength properties by application of mechanical stress G01N3/00

Abstract

A method is provided for testing prestressed concrete pipe. In the method, elastic waves are serially induced at at least three different inducing locations along the surface of the conduit. The shear wave component of each induced elastic wave is detected by at least one, and preferably two, acoustic sensors disposed at fixed sensing sites along the conduit. The relationship between at least one parameter of each induced shear wave and the distance between each inducing location and the acoustic sensor(s), are correlated and compared with standard correlations to identify structural discontinuities in the conduit. In a typical example of the method, elastic waves are induced using a mechanical hammer at multiple inducing sites around a multiplicity of annuli along the length of the conduit. Each annulus is separated from adjoining annuli by 2-4 feet.

Claims

1. A method for testing a prestressed concrete conduit which comprises a hollow concrete body tightly wrapped with a prestressing wire, the method comprising the steps of:

(a) serially inducing an elastic wave having a shear wave component into the conduit at at least three different inducing locations along the surface of the conduit;

(b) sensing each shear wave component induced at each of the inducing locations with at least one acoustic sensor disposed at a first fixed sensing site proximate to the conduit;

(c) correlating the relationship between (i) at least one parameter of each shear wave component induced at each inducing location and sensed by the acoustic sensor, and (ii) and the distance between said each inducing location and the acoustic sensor; and

(d) comparing the correlations produced in step (c) with a standard correlation to identify structural discontinuities in the conduit.

2. The method of claim 1 wherein the concrete body has a first end and a second end and wherein at least three of the at least three inducing locations are at different distances d₁, d₂ and d₃ from such first end of the concrete body.

3. The method of claim 2 wherein at least two of the at least three inducing locations are at each of the three distances d₁, d₂ and d₃ from the first end of the concrete body.

4. The method of claim 2 wherein d₁, d₂ and d₃ are all between about 2'"'"' and 4'"'"'.

5. The method of claim 2 wherein at least one of the at least three inducing locations are at each of the three distances d₁, d₂ and d₃ from the first end of the concrete body.

6. The method of claim 2 wherein the distance between adjoining inducing locations disposed d₁ from the first end of the concrete body are substantially equal, the distance between adjoining inducing locations disposed d₂ from the first end of the concrete body are substantially equal and the distance between adjoining inducing locations disposed d₃ from the first end of the concrete body are substantially equal.

7. The method of claim 2 wherein d₁ is substantially equal to d₂ and d₃.

8. The method of claim 1 wherein said at least one sensor in step (b) comprises a first acoustic sensor disposed at the first fixed sensing site proximate to the conduit and by a second acoustic sensor disposed at a second fixed sensing site proximate to the conduit, and wherein the correlating step of step (c) correlates the relationship between (i) at least one parameter of each shear wave component induced at each inducing location and sensed by the acoustic sensors, and (ii) a distance parameter which is mathematically related to each combined distance between each inducing location and each of the acoustic sensors.

9. The method of claim 1 wherein the hollow concrete body comprises an interior wall and wherein the elastic wave is induced into the conduit in step (a) at inducing locations along the surface of the interior wall.

10. The method of claim 1 wherein the pre-stressing wire is covered with a filler material to form an exterior wall and wherein the elastic wave is induced into the conduit in step (a) at inducing locations along the surface of the exterior wall.

11. The method of claim 9 wherein the shear wave component of the elastic wave is sensed in step (b) at a fixed sensing site proximate to the interior wall.

12. The method of claim 1 wherein the correlating step of step (c) requires correlating the relationship between at least three parameters of the shear wave component sensed by the acoustic sensor from each inducing location (ii) and the distance between said each inducing location and the first fixed sensing site.

13. The method of claim 1 wherein the correlating step of step (c) requires correlating the relationship between more than three parameters of the shear wave component sensed by the acoustic sensor from at each inducing location (ii) and the distance between said each inducing location and the first fixed sensing site.

14. The method of claim 10 wherein the shear wave component of the elastic wave is sensed in step (b) at a fixed sensing site proximate to the exterior wall.

15. The method of claim 8 wherein the concrete conduit has a first end and a second end and wherein the first acoustic sensor is disposed proximate to the first end and the second acoustic sensor is disposed proximate to the second end.

16. The method of claim 1 wherein the concrete conduit is a conduit section which is connected end-to-end with at least one other conduit section to form a concrete conduit network.

17. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the energy of the shear wave component.

18. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the amplitude of the shear wave component.

19. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the frequency of the shear wave component.

20. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the counts above a predetermined threshold of the shear wave component.

21. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the duration of the shear wave component.

22. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the average frequency of the shear wave component.

23. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the rise time of the shear wave component.

24. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the velocity of the shear wave component.

25. The method of claim 1 wherein the parameter of the shear wave component which is correlated in step (c) is the counts to peak of the shear wave component.

26. The method of claim 1 wherein the correlating step of step (c) requires correlating the relationship between at least two parameters of the shear wave component sensed by the acoustic sensor from each inducing location (ii) and the distance between said each inducing location and the first fixed sensing site.

27. The method of claim 12 wherein the parameters of the shear wave component which is correlated in step (c) is the amplitude, the average frequency and the counts of the shear wave component.

28. The method of claim 12 wherein the parameters of the shear wave component which is correlated in step (c) is the amplitude, the velocity and the frequency of the shear wave component.

29. The method of claim 26 wherein the parameters of the shear wave component which is correlated in step (c) is the energy and the amplitude of the shear wave component.

30. The method of claim 26 wherein the parameters of the shear wave component which is correlated in step (c) is the amplitude and the average frequency of the shear wave component.

31. The method of claim 26 wherein the parameters of the shear wave component which is correlated in step (c) is the amplitude and the counts of the shear wave component.

32. The method of claim 26 wherein the parameters of the shear wave component which is correlated in step (c) is the velocity and the frequency of the shear wave component.

33. The method of claim 27 wherein the parameters of the shear wave component which is correlated in step (c) is the energy, the amplitude and the counts of the shear wave component.

34. The method of claim 27 wherein the parameters of the shear wave component which is correlated in step (c) is the energy, the average frequency and the counts of the shear wave component.

35. A method for testing a prestressed concrete conduit which comprises a round, hollow concrete body having a first end and a second end and being tightly wrapped with a prestressing wire, the method comprising the steps of:

(a) serially inducing an elastic wave having a shear wave component into the conduit at at least three different inducing locations along the surface of the conduit wherein at least three of the inducing locations are at different distances d₁, d₂ and d₃ from such first end of the concrete body;

(b) sensing each shear wave component induced at each inducing location by a first acoustic sensor disposed at a first fixed sensing site proximate to the first end of the concrete body and in physical contact with the conduit and by a second acoustic sensor disposed at a second fixed sensing site proximate to the second end of the concrete body and in physical contact with the conduit;

(c) correlating the relationship between (i) at least one parameter of each shear wave component induced at each inducing location and sensed by the acoustic sensors, and (ii) and a distance parameter which is mathematically related to each combined distance between each inducing location and each of the acoustic sensors; and

(d) comparing the correlations produced in step (c) with a standard correlation to identify structural discontinuities in the conduit.

36. The method of claim 35 wherein at least two of the at least three inducing locations are at each of the three distances d₁, d₂ and d₃ from the first end of the concrete body.

37. The method of claim 35 wherein d₁, d₂ and d₃ are all between about 2'"'"' and 4'"'"'.

38. The method of claim 35 wherein at least three of the at least three inducing locations are at each of the three distances d₁, d₂ and d₃ from the first end of the concrete body.

39. The method of claim 35 wherein the distance between adjoining inducing locations disposed d₁ from the first end of the concrete body are substantially equal, the distance between adjoining inducing locations disposed d₂ from the first end of the concrete body are substantially equal and the distance between adjoining inducing locations disposed d₃ from the first end of the concrete body are substantially equal.