Method and apparatus for the non-invasive measurement of pressure inside pipes using a fiber optic interferometer sensor

Claim 1

A method for non-invasively determining the pressure within a pipe, comprising the steps of: generating an original light beam using a laser; splitting equally said original light beam into first and second split-off light beams, using an optical coupler; providing for said first split-off light beam a first single mode optical fiber defining an optical reference path, said first single mode optical fiber being spaced away from said pipe; adhesively fixedly attaching a second single mode optical fiber defining an optical measurement path, said second single mode optical fiber being helically wound once and substantially circumferentially around the circumference of said pipe, whereby circumferential displacement in said pipe results in substantially equal displacement in the length of said second single mode optical fiber, said circumferential displacement being equal to 2π times the radial displacement of said pipe as measured from the outer surface of the wall of said pipe; directing said first split-off light beam to said optical reference path; directing said second split-off light beam to said optical measurement path; combining said first and second split-off light beams from said optical reference and optical measurement paths to form a recombined light beam, using an optical coupler; detecting and amplifying said recombined light beam; producing an electrical current which is proportional to the amplitude of said recombined light beam, said amplitude being a function of the phase difference between said first and second split-off light beams, said phase difference being a function of said displacement in the length of said second single mode optical fiber; determining said phase difference between said first and second split-off light beams; determining the wave length of said original light beam; determining the thickness of said wall of said pipe; determining the refractive index of the core of said second signal mode optical fiber; and determining the pressure within said pipe, based upon said phase difference, said wave length, said wall thickness and said refractive index.

Claim 2

A method for non-invasively determining the pressure within a pipe, comprising the steps of: generating an original light beam using a laser; splitting equally said original light beam into first and second split-off light beams, using an optical coupler; providing for said first split-off light beam a first single mode optical fiber defining an optical reference path, said first single mode optical fiber being spaced away from said pipe; adhesively fixedly attaching a second single mode optical fiber defining an optical measurement path, said second single mode optical fiber being helically wound once and substantially circumferentially around the circumference of said pipe, whereby circumferential displacement in said pipe results in substantially equal displacement in the length of said second single mode optical fiber, said circumferential displacement being equal to 2π times the radial displacement of said pipe as measured from the outer surface of the wall of said pipe; directing said first split-off light beam to said optical reference path; directing said second split-off light beam to said optical measurement path; combining said first and second split-off light beams from said optical reference and optical measurement paths to form a recombined light beam, using an optical coupler; detecting and amplifying said recombined light beam; producing an electrical current which is proportional to the amplitude of said recombined light beam, said amplitude being a function of the phase difference between said first and second split-off light beams, said phase difference being a function of said displacement in the length of said second single mode optical fiber; determining said phase difference between said first and second split-off light beams; determining the wave length of said original light beam; determining the thickness of said wall of said pipe; determining the refractive index of the core of said second signal mode optical fiber; and determining the pressure within said pipe, based upon said phase difference, said wave length, said wall thickness and said refractive index.

Claim 3

A method for non-invasively determining the pressure within a pipe, comprising the steps of: generating an original light beam using a laser; splitting equally said original light beam into first and second split-off light beams, using an optical coupler; providing for said first split-off light beam a first single mode optical fiber defining an optical reference path, said first single mode optical fiber being spaced away from said pipe; adhesively fixedly attaching a second single mode optical fiber defining an optical measurement path, said second single mode optical fiber being helically would at least once and for each said winding substantially circumferentially around the circumference of said pipe, whereby for each said winding circumferential displacement in said pipe results in substantially equal displacement in the length of said second single mode optical fiber, said circumferential displacement being equal to 2π times the radial displacement of said pipe as measured from the outer surface of the wall of said pipe; directing said first split-off light beam to said optical reference path; directing said second split-off light beam to said optical measurement path; combining said first and second split-off light beams from said optical reference and optical measurement paths to form a recombined light beam, using an optical coupler; detecting and amplifying said recombined light beam; producing an electrical current which is proportional to the amplitude of said recombined light beam, said amplitude being a function of the phase difference between said first and second split-off light beams, said phase difference being a function of said displacement in the length of said second single mode optical fiber; determining said phase difference between said first and second split-off light beams; determining the wave length of said original light beam; determining the thickness of said wall of said pipe; determining the refractive index of the core of said second single mode optical fiber; and determining the pressure within said pipe, based upon said phase difference, said wave length, said wall thickness and said refractive index.

Claim 4

A method for non-invasively determining the pressure within a pipe, comprising the steps of: generating an original light beam using a laser; splitting equally said original light beam into first and second split-off light beams, using an optical coupler; providing for said first split-off light beam a first single mode optical fiber defining an optical reference path, said first single mode optical fiber being spaced away from said pipe; adhesively fixedly attaching a second single mode optical fiber defining an optical measurement path, said second single mode optical fiber being helically would at least once and for each said winding substantially circumferentially around the circumference of said pipe, whereby for each said winding circumferential displacement in said pipe results in substantially equal displacement in the length of said second single mode optical fiber, said circumferential displacement being equal to 2π times the radial displacement of said pipe as measured from the outer surface of the wall of said pipe; directing said first split-off light beam to said optical reference path; directing said second split-off light beam to said optical measurement path; combining said first and second split-off light beams from said optical reference and optical measurement paths to form a recombined light beam, using an optical coupler; detecting and amplifying said recombined light beam; producing an electrical current which is proportional to the amplitude of said recombined light beam, said amplitude being a function of the phase difference between said first and second split-off light beams, said phase difference being a function of said displacement in the length of said second single mode optical fiber; determining said phase difference between said first and second split-off light beams; determining the wave length of said original light beam; determining the thickness of said wall of said pipe; determining the refractive index of the core of said second single mode optical fiber; and determining the pressure within said pipe, based upon said phase difference, said wave length, said wall thickness and said refractive index.