Method and system for leak detection in a pipe network

Abstract

A method and device for leak detection and localization in at least a portion of a of fluid distribution system. At each of two or more locations, a position locator determines the location of the device and a vibration sensor generates a signal indicative of vibrations detected by the vibration sensor at the location. A processor calculates a parameter of the signal indicative of an average power of the signal at the location over a predetermined time period. For each location, the processor stores in a memory the location of the device and the value of calculated parameter, and then determines a location in the fluid distribution system where the calculated parameter has a maximum value satisfying a predetermined criterion.

Claims

1. A vibration sensor for detecting a leakage, comprising: (a) a support structure; (b) a Piezo membrane; (c) at least one inertial mass; and (d) an elastomeric layer that damps oscillations of the Piezo membrane, wherein the elastomeric layer is placed between the Piezo membrane and the at least one inertial mass and has a first side in contact with the Piezo membrane and a second side in contact with the at least one inertial mass, and wherein the vibration sensor has a resonance frequency range being in the range of vibration frequencies indicative of the leakage.

2. The vibration sensor according to claim 1, further comprising a metal plate in contact with the Piezo membrane.

3. The vibration sensor according to claim 1, further comprising a second inertial mass, wherein a second elastomeric layer is placed between the at least one inertial mass and the second inertial mass.

4. The vibration sensor according to claim 1, wherein the support structure is made of plastic or metal.

5. The vibration sensor according to claim 1, wherein the leakage comprises a water leakage.

6. The vibration sensor according to claim 1, having a Q factor that is less than 10.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) In order to understand the invention and to see how it may be carried out in practice, embodiments will now be described, by way of non-limiting example only, with reference to the accompanying drawings, in which:

(2) FIG. 1 shows a device for leak detection in a pipe network in accordance with one embodiment of the invention;

(3) FIG. 2 shows schematically the device for leak detection of FIG. 1

(4) FIG. 3 shows a vibration sensor in accordance with one embodiment of the invention;

(5) FIG. 4 shows a vibration sensor in accordance with a second embodiment of the invention;

(6) FIG. 5 shows a vibration sensor in accordance with third embodiment of the invention;

(7) FIG. 6 shows a schematic diagram of the vibration sensor of FIG. 5; and

(8) FIG. 7 shows the response of the vibration sensor of FIG. 5.

DETAILED DESCRIPTION OF EMBODIMENTS

(9) FIGS. 1 and 2 show a device 14 for leak detection in at least a portion of fluid distribution system in accordance with one embodiment of the invention. The fluid distribution system includes a pipe network delivering a fluid such as water or gas to one or more recipients. The portion of the pipe network in which leak detection is to be performed may be, for example, part of municipal pipe network, in which case, the pipe network would span a geographical region. As another example, the portion of the pipe network in which leak detection is to be performed may be confined to a single building. Some or all of the pipe network may be accessible, and some or all of the pipe network may be concealed, for example, buried underground or contained in a wall.

(10) The device 14 is shown schematically in FIG. 2. The device 14 includes a vibration sensor 18 such as a microphone or hydrophone that continuously or periodically picks up vibrations in the pipe network 12 adjacent to the detector. The to vibration sensor 18 can be a Piezo-electric accelerometer or geophone for liquid leak detection, or piezoelectric transducer for ultrasound vibration measurement for gas.

(11) The device 14 also includes a processor 20 and associated memory 22 for analyzing vibration signals generated by the vibration sensor 18 and for storing data the data. The device 14 further includes a display screen 21 for displaying data.

(12) The device 14 is further provided with a locator 28 that determines the location of the device at any time. The locator may include, for example, a device for receiving signals from a global position satellite (GPS). Alternatively, the node may be provided with an accelerometer, in which case, the position of the node relative to a fixed reference point may be determined by double integration of the accelerometer measurements. The locator may also be a video based platform using a built in camera that is configured to calculate absolute or relative position of the vibration sensor measurements.

(13) The device 14 also includes a power source 23, that may be, for example, one or more batteries, preferably rechargeable batteries.

(14) The device 14 is moved from one location to another. At each location, the processor 20 samples vibration signals generated by the vibration sensor 18 over a predetermined time interval. The sampling time may be, for example, in the range of 1-2 sec. Sampling of the signal at a given location may be initiated by a user pressing an activation button 25 on the device.

(15) In the absence of a leak, the vibration sensor picks up environmental noise such as flow sounds, compressor and pump noises, and external sound sources such as trains and cars. Environmental noise may be removed from the recorded signal by appropriate band pass filtering. When a leak occurs, the leak generates a characteristic vibration that propagates through the material of the pipe, and through the fluid in the pipe, and is detected by at least one of the nodes.

(16) The processor 20 calculates the average power of the vibration signal sample generated by the vibration detector 18 at the location in an appropriate frequency range. For example, for pipes buried in the ground, the appropriate frequency range may be 50-500 Hz, for pipes in a concrete floor this may be 500-2 kHz. The calculated average power is stored in the memory 22 together the location of the device the signal sample was obtained, as determined by the locator 28. The processor may also store in the memory the time of the sampling, as determined by an internal clock 36.

(17) In one embodiment, the vibration sensor 18 is configured to be connected to a microphone connector of a portable device such as a smart phone, PDA or laptop. The portable device provides any one or more of a transceiver 26, clock 36, locator 28, processor 20 and memory 22.

(18) After calculating the average power in a predetermined frequency band at each of two or more locations, the processor generates a graphical representation of the calculated average intensity and displays the graphical representation on the display screen 21. The displayed data may be in the form of a map 29 of the pipe network 12 in which the power intensity of the vibrations at the node locations along the pipe network is indicated, for example, by a color scale 27. The power intensity at other locations along the pipe network may be determined by interpolation of the intensities determined at the node locations. Generation of the map utilizes the device locations as determined by the locator 28.

(19) The processor 20 may be further configured to interpolate the intensity data to calculate a vibrational intensity P(x,y) at locations where vibrational data were not collected, and to display the interpolated data on the map 29. The leak may be detected and located by finding a significant maximum of the vibrational intensity P(x,y). For example, a leak may be detected at a location (x,y) where P(x,y) is maximal, and this maximum is at least a predetermined constant, such as 2, times the variance of the calculated values of P(x,y).

(20) In another embodiment of the invention, the device 14 communicates with a base station bay means of the transceiver 26. Communication between the nodes 14 and the base station 16 may be, for example, via radio frequency (RF) network, a computer server, satellite, the Internet, or wired or wireless telephone lines. In this embodiment, raw data obtained by the device 14 are transmitted to the base station which performs the data analysis and calculates the average power at each location and generates the map of the average power locations. In this embodiment, two or more devices 14 may be used to collect vibrational data at different sets of locations. The data collected by the different devices are transmitted the base station which compiles the data received from the different devices, and generates a map of average power at all of the locations sampled by the different devices.

(21) Any one or more of the vibration detector nodes may be provided with a navigation device that directs a user to a location in the pipe network where the to vibrational energy is maximal.

(22) FIG. 3 shows a vibration sensor 40 that may be used as the vibration sensor 18 of the vibration detector node 14. The vibration sensor 40 is shown in a top view in FIG. 3a, and in a side view in FIG. 3b. The vibration sensor 40 has a bottom support 41 that may be made from any sturdy material, such as plastic or metal. The support 41 supports a brass disk 48. On top of the brass disk 48 is a disk shaped Piezo membrane 42 that may have, for example a diameter of about 25 mm. The detector 40 also includes an inertial mass 44 that may have a mass, for example, of 9 gr. An elastomeric layer 46 is positioned between the inertial mass 44 and the Piezo membrane 42 that may be made, for example, made from a modified silicone (MS) polymer. The elastomeric layer 46 provides damping and also functioned as an adhesive between the inertial mass 44 and the Piezo membrane 42.

(23) FIG. 4 shows a vibration sensor 50 that may be used as the vibration sensor 18 of the vibration detector node 14. The vibration sensor 50 is shown in a top view in FIG. 4a, and in a side view in FIG. 4b. The vibration sensor 50 has several components in common with the vibration sensor 40 shown in FIG. 3, and components having similar components are shown in FIGS. 3 and 4 with the same reference numeral without further comment. In the vibration sensor 50, the brass disk 48, the Piezo membrane 42, and elastomeric layer are enclosed in a rigid vibration damped frame 52.

(24) FIG. 5 shows a vibration sensor 60 that may be used as the vibration sensor 18 of the vibration detector node 14. The vibration sensor 60 is shown in a side view in FIG. 5. The vibration sensor 60 has several components in common with the vibration sensor 40 shown in FIG. 3, and components having similar components are shown in FIGS. 3 and 5 with the same reference numeral without further comment. The vibration sensor 60 comprises a first inertial mass 53 and a second inertial mass 54 that are separated by an elastic and damping layer 56. The first inertial mass 53 is separated from the brass disk 48 by elastomeric layer 58. Use of two inertial masses tends to increase the sensitivity of the detector in a wider range of frequencies with less damping and two resonance frequencies. The two-mass system has two natural frequencies:
W.sub.1=w.sub.1+w.sub.2
W.sub.2=w.sub.1+w.sub.2

(25) where w.sub.1 and w.sub.2 is the natural frequency of the system comprising only the first and second mass, respectively. The behavior of the vibration sensor 60 can be described to by means of the schematic diagram shown in FIG. 6. The Elastomeric layer 56 is represented by a spring 70 and dashpot 72 in parallel, and Elastomeric layer 56 is represented by a spring 74. The response of this system is shown in FIG. 7.

(26) The resonance frequency of the vibration sensor is preferably selected to be in the range of vibration frequencies indicative of water leakage which is in the range of 500-2000 Hz for metal pipes and 50-500 Hz for plastic pipes. The resonance frequency (F.sub.res) of the vibration sensor can be calculated using Eq. 2:

(27) $\begin{array}{cc}{F}_{\mathrm{res}}=\sqrt{\frac{k}{m}}& \left(2\right)\end{array}$

(28) where k is the elastic constant of the system and m is the inertial mass. The elastic constant k of the structure can be calculated by finite element methods or can be determined experimentally.

(29) The sensitivity as a function of frequency is proportional to the transfer function and is basically given by a damped oscillator frequency response, where the damping is inversely proportional to the Q factor (the higher the damping of the system the lower the resonance and Q factor). The range of vibration frequencies of the vibration sensor may have a lower bound above a resonance frequency of the pipe system in the absence of any leakage. The determined range of vibration frequencies may have an upper bound below frequencies filtered out by the pipe system over a predetermined distance. The vibration detectors may have a Q value selected so that the sensor response in the determined range is above a predetermined value. For example, Q may be less than 10.