CA2388110A1 - Method and measuring head for carrying out measurements in water supply systems - Google Patents
Method and measuring head for carrying out measurements in water supply systems Download PDFInfo
- Publication number
- CA2388110A1 CA2388110A1 CA002388110A CA2388110A CA2388110A1 CA 2388110 A1 CA2388110 A1 CA 2388110A1 CA 002388110 A CA002388110 A CA 002388110A CA 2388110 A CA2388110 A CA 2388110A CA 2388110 A1 CA2388110 A1 CA 2388110A1
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- Prior art keywords
- measurement
- measurement probe
- flow
- water
- measuring
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/26—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
- G01M3/28—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds
- G01M3/2807—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds for pipes
- G01M3/2815—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds for pipes using pressure measurements
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/04—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
- G01M3/24—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using infrasonic, sonic, or ultrasonic vibrations
- G01M3/243—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using infrasonic, sonic, or ultrasonic vibrations for pipes
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/26—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
- G01M3/28—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds
- G01M3/2807—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds for pipes
Abstract
The invention relates to a measuring head (1) for water supply networks (13).
Measuring elements for outputting measured variables with regard to the flow, i.e. the rate and direction of flow, of the water pressure and the flow sound are integrated into the measuring head. All measuring elements are connected or can be connected to a data collector (12) using transmission via radio, modem or cable connection. The measuring heads are permanently installed at the key locations (10) and at very different measuring points (11) in the water supply system, whereby the measuring points are as neatly successive as possible. The measuring heads can thus contribute to quickly find the exact points of leakage places and to the permanent monitoring by supplying all required data.
Measuring elements for outputting measured variables with regard to the flow, i.e. the rate and direction of flow, of the water pressure and the flow sound are integrated into the measuring head. All measuring elements are connected or can be connected to a data collector (12) using transmission via radio, modem or cable connection. The measuring heads are permanently installed at the key locations (10) and at very different measuring points (11) in the water supply system, whereby the measuring points are as neatly successive as possible. The measuring heads can thus contribute to quickly find the exact points of leakage places and to the permanent monitoring by supplying all required data.
Description
METHOD AND MEASURING HEAD FOR CARRYING OUT
MEASUREMENTS IN WATER SUPPhY SYSTEMS
Technical field The invention relates to a method for the performance of measurements for detecting water losses and locating leaks in water supply systems with the use of measurement probes as well as a measurement probe for implementing the method.
..". ~r~-Losses, in some cases considerable, occur due to pipe ruptures or also due to leaky sections in the area of the water pipes or in the area of the water consumers.
Since the pipes of the water supply networks are as a rule laid underground, leakage losses can only rarely be detected immediately, and especially not if the individual leakage losses are not excessively large.
Such leakage losses are in particular those quantities of water resulting from the difference between the quantity of water supplied and the quantity of water to be charged to consumers.
A method of locating leaks in interconnected piping networks and a measurement manhole usable therewith has already become known from EP-A 0 009 263. Here, control points are set up at which the flow properties can be detected regularly and simulataneously for the whole piping system and over a certain short period of time. A control manhole specially designed for the purpose has to be provided at all the control points, whereby the existing pipes also have to be interrupted as a result, in order to be able to install slide valves, measuring devices and water meters. with such equipment and the method provided here, the first steps may well be able to be taken towards a leakage loss that is to be located within a large area, but a specific search for a leak and a precise fault location is not possible by this means. It must also be regarded as a drawback that the retrofitting of a water supply system with such equipment would probably be a failure on cost grounds alone, not only for the setting up, but also for the day-to-day business.
EP-A-0 009 263 further states in connection with the underlying prior art that it is known, for the purpose of monitoring pipes for leakage losses and for locating leaks in these pipes in crude oil pipelines, to arrange control points in the course of the pipes and to evaluate the flow properties detected there, such as flow rate, flow direction, flow noise, fluid pressure or suchlike in respect of the fluid fed to the pipes and carried away again from them, so that subsequently, in the event of a leak being detected, the pipe run between two such control points can be located by means of targeted measurement and location measures and then be eliminated. Such methods are known, for example, from "Z. 3R International, 15th year (July 1976) vol.
7, p. 375-381", "Z. Tt1 11 (June 1970) no. 6, p. 213-215", "Z. O1 - Zeitschrift fur die Mineralolwirtschaft (1973) p. 2-6". (The corresponding EP-B-0 009 263 gives 1979 instead of 1973 as the year of publication for the latter literature reference). Neither of these literature references shows in itself a method and a measurement probe permitting all the aforementioned flow properties to be determined. On the contrary, each literature reference concerns one or two of the aforementioned flow properties such as, for example, quantity and pressure or direction and pressure or suchlike. Leaks can be detected in this way at great cost in crude oil pipelines, but not in water supply systems where there are countless branches. According to EP-A-0 009 263, this problem is solved by the fact that sub-piping networks are formed. There is a need for a method and a measurement probe with which leaks can be located more reliably in water supply systems, without recourse having to be taken to sub-piping networks.
The problem of the present invention is to provide a method of the type mentioned at the outset and a measurement probe for implementing the method, by means of which an exact analysis in the area of water supply systems including the precise location of a leak is made possible, whereby the measurement probe should be able to be easily installed.
Disclosure of the invention According to the invention, the problem is solved by a method of the type mentioned at the outset, in which the measurement probes perform at regular or irregular intervals or continuously a measurement of the flow, namely of the flow quantity and direction, the water pressure and the flow noise at measurement points, in order to perform an analysis by means of an evaluation device on the basis of a zero consumption and, with the data in respect of the water pressure, the flow noise as well as the flow quantity and the flow direction, to define the proximity to a leak, whereby the noise detector of each measurement probe is connected individually to a noise correlator in order finally to carry out a location of the leak with pinpoint accuracy between two neighbouring measurement probes.
By means of the method according to the invention, therefore, all three parameters, namely flow (flow quantity and direction), water pressure and flow noise are detected with each measurement probe, in contrast with the methods known from the literature references mentioned above, with which only two of these parameters at most are evaluated, whereby it remains an open question whether the detection of the parameters in fact takes place at the same measurement point.
By means of the method according to the invention, losses of precious, mainly treated drinking water, which in some cases is lost in large quantities in the supply lines, can be reduced to a minimum. The cost outlay incurred on the installation, but also on the performance of the measurements and analyses, remains at a reasonable level. The inquiry can take place cyclically at provided terminals by means of a reader unit. Each measurement probe can also be installed unconnected and be connected direct to a data collector only when required or during routine measurements. The necessary ON-time - chiefly at quiet times of the day and night - will as a rule not exceed thirty to sixty minutes. Repeat measurements carried out at the same time provide, in a comparison of a number of measurements, a very accurate analysis of the water loss and above all the "quasi-zero consumption". Since a number of measurement probes are inserted at suitable intervals from one another, i.e. also in branches, the proximity of the leak can be defined by recording the water pressure and the flow noise as well as the flow direction and flow quantity. By means of the integrated noise detectors or sound recorders and a noise correlator adjusted to the latter, a location of the leak can then take place with pinpoint accuracy between two measurement probes.
It is possible, for example, for all the measurement probes to be connected to an evaluation device or a data collector via terminals, radio, modem or cable, whereby the measured elements of the measurement probes of interest at the time can be retrieved and evaluated, whereby analyses of the water loss can be carried out in the assumed areas or also regularly and with the facility to be turned on manually or automatically.
There are therefore various options available for retrieving the data directly in a control centre or locally. Particularly in winter times, when manhole covers, slide valve covers etc. are frozen solid, this can be carried out without problem from terminals installed above ground. The only important thing here, of course, is to be able to define precisely the point of the leakage loss between two inserted measurement probes, in order that only a small area has to be dug up so that the leak can finally be repaired.
Very advantageous options also arise with the method according to the invention when many measurement probes are installed. It is then proposed that, in the manner of a random-check generator, various areas of the water pipe network are analysed alternately and at repeated intervals for water loss and leaks, especially in the case of centrally arranged evaluation systems, for example a data collector or also a noise correlator.
This thus enables a constant observation of the water supply network so that leakage losses can thus be prevented or massive leakage losses rapidly detected.
By means of a long-term analysis with measurements repeated regularly or also irregularly, it is possible to respond immediately to a significant deviation of the measurement data from a single or from several measurement probes.
The measurement probe for implementing the method is characterised in that measuring elements for the output of measured quantities in respect of the flow, the pressure and the flow noise are integrated into the measurement probe, whereby all these measuring elements can be connected to evaluation devices or a data collector by means of transmission by radio, modem or cable connection.
With such a measurement probe, it has become possible to provide a water supply system with measurement points in a close-meshed manner, whereby leaks can also be detected in a close-meshed manner. Previously it was only possible, by using the most varied systems, to employ one measurement method after the other, whereby a result approaching satisfaction was arrived at with difficulty. As a result of the invention, it has become possible to make all the necessary measuring elements available at all the measurement points, so that, by combining all measurement points and thus also measurement methods, a sought leak can be arrived at quickly and with pinpoint accuracy.
When, according to the invention, it is proposed in an advantageous manner to put the measuring elements in a sleeve-like threaded spindle, whereby this threaded spindle is screwed or can be screwed into a tapped clip, the optimum facility is created for also using the measurement probe at any time subsequently, also in a piping system under pressure. This does not require a special manhole that has to be permanently accessible on account of necessary slide valves etc., but a suitable cable suffices, for example to the earth's surface, where the further connection then follows via terminals, radio, modem or even with a complete interconnection of the measurement probes to one another.
An advantageous measure consists in integrating the three measuring elements into the threaded spindle. It is thus possible to accommodate in the smallest possible space all the necessary measuring elements that are advantageous for an optimum measurement and evaluation. The measuring element for the flow can thereby be an inductive or capacitive measuring element.
Since the piping systems are in full operation, i.e.
under full pressure, in the case of the installation facility provided according to the invention, it is advantageous for the external thread of the threaded spindle to be a fine thread or a type of thread which permits installation in water pipes under pressure. By this means, it is readily possible to screw in the measurement probe despite the opposing pressure.
In order to provide a good gripping facility for the insertion of the measurement probe, it is proposed that the measurement probe designed as a threaded spindle should have on one of its ends a tool grip in the manner of a screw head. A tool for transferring the necessary torque can thus be easily applied.
As a result of the embodiment of the measurement probe according to the invention, the latter can be placed directly on a pipe and accordingly remain at any point of the pipe or an installation can also be carried out in an already present manhole. Various options for relaying the data thus arise. It is therefore proposed that a cable outlet for the measuring leads) be provided on the measurement probe or a plug arrangement for the connection of one or more evaluation device(s).
Many possibilities that previously were not available arise precisely as a result of the design of the measurement probe according to the invention. It is therefore proposed that such measurement probes be installed at a large number of definable measurement points of a water supply system, especially a drinking water supply network, preferably via tapped clips, and arranged permanently in the latter. Following a one-off installation, either when water pipes are being newly laid or during the retrofitting of existing piping systems, an optimum facility for the constant analysis of the water supply system is then made available.
Brief description of the drawings Examples of embodiment of the invention will be explained in greater detail in the following description with the aid of the drawings. They show:
Fig. 1 - a measurement probe according to the invention represented diagrammatically;
Fig. 2 - an inclined view of a commercially available tapped clip, into which the measurement probe is inserted, represented partially cut-open;
Fig. 3 - a pipe section in a water supply system represented diagrammatically.
Best way of performinc~the invention Measuring elements, i.e. a probe 2 for the flow measurement, a pressure sensor 3 and a noise detector 4, for the output of measured quantities in respect of the flow, namely the flow quantity and direction, the water pressure and the flow noise, are integrated into a measurement probe 1 represented in fig. 1 fox water supply networks. These measuring elements are connected or can be connected by means of transmission via a terminal, by radio, modem or cable connection to an evaluation device or a data collector 12 or, in respect of the noise detector, to a correlator. The essential thing, therefore, is that there are integrated in one measurement probe all the measuring elements that are required for optimum leak location and thus for optimum monitoring and analysis of a water supply network.
Measurement probes capable of supplying all the necessary measured values are thus available at all the measurement points.
The measuring elements are placed in a sleeve-like threaded spindle 5, whereby this threaded spindle 5 is screwed or can be screwed into a tapped clip 6. Simple installation of measurement probe 1 is thus possible even after many years, if a water supply system is to be accordingly equipped. In this way, it is also possible to complete a water supply system accordingly with measurement probes step by step, since an installation with tapped clips can be carried out at any time and at any points.
Tt is advantageous for probe 2 for the flow measurement to be designed as an inductive flow meter. Pressure sensor 3 and noise detector 4 can be designed as modules known per se, which however must be able to be integrated into the threaded spindle. The precise design of the integrated measuring elements does not matter. It can be measuring elements of the most varied manufacture and the most varied mode of operation, but they must be able to deliver, in concert with one another, the values required for the necessary analyses.
Threaded spindle 5 is of course provided with an external thread, whereby this external thread is advantageously a fine thread. Another kind of thread could however also be provided, which enables an installation of measurement probe 1 in a pipe under pressure. For the handling of measurement probe 2 designed as a threaded spindle 5, the latter has a tool grip 8 in the manner of a screw head on one of its ends. Within the scope of the invention, any other variant of a tool grip may of course also be provided.
If an especially slim design of a measurement probe is required, an internal tool grip at one of the ends of the measurement probe would also be conceivable, whereby cables or measuring leads 9 could then also be led out at the side.
An outlet for measuring leads) 9 is provided on measurement probe 1. This cable can be taken for example to an above-ground terminal. This would also enable permanent access to the measurement data on the spot, without the manhole cover etc. first having to be raised. It is however also possible to provide, on measurement probe 1 itself or even in an easily accessible terminal, a plug arrangement for the connection of one or more evaluation devices or data collectors 12.
As can be seen from fig. 3, measurement probes 1 with all the integrated measuring elements are installed at key points 10 and at a large number of definable measurement points 11 of a water supply network 13, especially a drinking water supply network. If they are not already fitted when a water supply network is newly installed, these measurement probes 1 can also be provided subsequently by the installation of tapped clips 6. Measurement probes 1 thus form a fixed component for constant use in water supply network 13 and are arranged permanently in the latter. Measurement probes 1 are connected or can be connected when needed to an evaluation system or one or more data collectors 12 via measuring leads 14 or via radio or via a modem.
For the performance of comparison measurements to determine water losses and to locate leaks in water - 11. -supply systems using measurement probes 1, a measurement of the flow and the pressure at regular or irregular intervals or continuously, with noise detector 4 connected part of the time or constantly if necessary, with the aid of measurement probes 1 installed permanently at key points 10 and/or measurement points 11 and an analysis by means of an evaluation system or a data collector 12 are performed, whereby a noise correlator 12 amongst other things is also provided. A "quasi-zero consumption" can thus be recorded. The data relating to the water pressure and the flow noise as well as the flow quantity and the flow direction define the proximity to a leak. Noise detector 4 in each measurement probe 1 can be connected individually to a noise correlator, in 'order that the location of a leak can finally be carried out with pinpoint accuracy between two neighbouring measurement probes 1 and thus between neighbouring key points 10 and/or measurement points 11. A suitably small interval between the measurement probes provided with noise detectors 4 is however required for this. The possibility of performing a noise correlation is dependent on the type of piping of the water supply system. In the case of plastic piping, the measurement probes must be present at smaller intervals than in the case of piping made of cast iron pipes.
All measurement probes 1 are connected to the evaluation device or data collector 12 via terminals, radio, modem or a cable, whereby the measured elements of measurement probes 1 of interest at the time are retrieved and evaluated. Analyses of the water loss can thus be carried out in the assumed areas or also regularly and with the facility to be turned on manually or automatically.
Precisely as a result of the special design of measurement probes 1 and the measurement and evaluation method in respect of the acquired data, still further options are open for constantly monitoring the precious commodity drinking water. It would thus be possible, in the manner of a random-check generator, to analyse different areas of water supply network 13 for water loss and leaks alternately and at repeated intervals with a centrally arranged evaluation device or data collector 12.
Measurement probe 1 according to the invention and the method can be used to advantage in communal drinking water supply systems, since water losses, in some cases quite considerable, occur there repeatedly due to leaks or to leaky valves in the supply units themselves (dwelling houses, offices, but also trade and industry etc.). These leaks and, therefore, water losses are as a rule only detected when water damage becomes visible.
A flow meter, possibly even installed in various places, e.g. a main branch point, at the house connections etc., is alone not sufficient for a measurement here.
A loss measuring unit is proposed here, which is used in an arrangement of several up to a multiple arrangement in a water supply system and also remains in use there. It is then possible to ascertain in relatively small pipe sections whether a water flow or a flow quantity - also in a certain flow direction - or certain noises or a pressure change in the piping that is more than usual at certain times of the day or night points to a possible water loss. It is thus possible to create a close-meshed control facility for each water works. The more measurement probes arranged in a water supply system, the more precisely can constant monitoring take place.
There are therefore fixed measurement points arranged in a multiple arrangement on the main feed lines, on the ring mains and also on the lines in the dense interconnected area. When lines are being newly laid, corresponding connection lines can also be put in with them. In any event, the measurement points always remain available at the place of use. Remote inquiries or a connection, for example, by modems to a central control station are also possible, so that, if the need arises, only one evaluation station or one data collector 12 is needed to evaluate the data of the measurement results. It is therefore also possible, e.g. during the night hours, to carry out repeated checks in very special areas in order to establish whether there is a change in the otherwise normal flow quantity. The ideal arrangement is of course if all the measurement points can be consulted arbitrarily combined with one another for measurements from a central control station .
Each measurement probe 1 can be installed extremely easily in the piping system by means of tapped clips.
Since such a piping system has the most varied pipe dimensions, mounted clips are provided which are fitted under pressure or in the unpressurised state, in cooperation with a corresponding drilling tool.
Measurement probe 1 can also be screwed in by means of various adapters adapted to the different tapped clips.
After installation of measurement probe 1, direct access to the drinking water is no longer possible, so that there is no risk of an intentional or even unintentional contamination of drinking water.
With the measurement probe proposed here and the proposed method, it is essentially a matter of having a constant control through the arrangement of a large number of measurement probes, which is not restricted solely to the main lines, but above all extends into the dense network - which is chiefly where a particular loss of water occurs. In this connection, the need of course arises for specially designed measurement probes, which must be mounted fixed on the lines and should be set up in a simple and cost-effective manner, in order that such a large number of measurement points can in fact be created cost-effectively. However, when drinking water, in particular, is becoming more precious and when leaks and faulty valves therefore have to be found quickly - before water emerges somewhere at the surface, then substantial investments should also be made in such a sector.
MEASUREMENTS IN WATER SUPPhY SYSTEMS
Technical field The invention relates to a method for the performance of measurements for detecting water losses and locating leaks in water supply systems with the use of measurement probes as well as a measurement probe for implementing the method.
..". ~r~-Losses, in some cases considerable, occur due to pipe ruptures or also due to leaky sections in the area of the water pipes or in the area of the water consumers.
Since the pipes of the water supply networks are as a rule laid underground, leakage losses can only rarely be detected immediately, and especially not if the individual leakage losses are not excessively large.
Such leakage losses are in particular those quantities of water resulting from the difference between the quantity of water supplied and the quantity of water to be charged to consumers.
A method of locating leaks in interconnected piping networks and a measurement manhole usable therewith has already become known from EP-A 0 009 263. Here, control points are set up at which the flow properties can be detected regularly and simulataneously for the whole piping system and over a certain short period of time. A control manhole specially designed for the purpose has to be provided at all the control points, whereby the existing pipes also have to be interrupted as a result, in order to be able to install slide valves, measuring devices and water meters. with such equipment and the method provided here, the first steps may well be able to be taken towards a leakage loss that is to be located within a large area, but a specific search for a leak and a precise fault location is not possible by this means. It must also be regarded as a drawback that the retrofitting of a water supply system with such equipment would probably be a failure on cost grounds alone, not only for the setting up, but also for the day-to-day business.
EP-A-0 009 263 further states in connection with the underlying prior art that it is known, for the purpose of monitoring pipes for leakage losses and for locating leaks in these pipes in crude oil pipelines, to arrange control points in the course of the pipes and to evaluate the flow properties detected there, such as flow rate, flow direction, flow noise, fluid pressure or suchlike in respect of the fluid fed to the pipes and carried away again from them, so that subsequently, in the event of a leak being detected, the pipe run between two such control points can be located by means of targeted measurement and location measures and then be eliminated. Such methods are known, for example, from "Z. 3R International, 15th year (July 1976) vol.
7, p. 375-381", "Z. Tt1 11 (June 1970) no. 6, p. 213-215", "Z. O1 - Zeitschrift fur die Mineralolwirtschaft (1973) p. 2-6". (The corresponding EP-B-0 009 263 gives 1979 instead of 1973 as the year of publication for the latter literature reference). Neither of these literature references shows in itself a method and a measurement probe permitting all the aforementioned flow properties to be determined. On the contrary, each literature reference concerns one or two of the aforementioned flow properties such as, for example, quantity and pressure or direction and pressure or suchlike. Leaks can be detected in this way at great cost in crude oil pipelines, but not in water supply systems where there are countless branches. According to EP-A-0 009 263, this problem is solved by the fact that sub-piping networks are formed. There is a need for a method and a measurement probe with which leaks can be located more reliably in water supply systems, without recourse having to be taken to sub-piping networks.
The problem of the present invention is to provide a method of the type mentioned at the outset and a measurement probe for implementing the method, by means of which an exact analysis in the area of water supply systems including the precise location of a leak is made possible, whereby the measurement probe should be able to be easily installed.
Disclosure of the invention According to the invention, the problem is solved by a method of the type mentioned at the outset, in which the measurement probes perform at regular or irregular intervals or continuously a measurement of the flow, namely of the flow quantity and direction, the water pressure and the flow noise at measurement points, in order to perform an analysis by means of an evaluation device on the basis of a zero consumption and, with the data in respect of the water pressure, the flow noise as well as the flow quantity and the flow direction, to define the proximity to a leak, whereby the noise detector of each measurement probe is connected individually to a noise correlator in order finally to carry out a location of the leak with pinpoint accuracy between two neighbouring measurement probes.
By means of the method according to the invention, therefore, all three parameters, namely flow (flow quantity and direction), water pressure and flow noise are detected with each measurement probe, in contrast with the methods known from the literature references mentioned above, with which only two of these parameters at most are evaluated, whereby it remains an open question whether the detection of the parameters in fact takes place at the same measurement point.
By means of the method according to the invention, losses of precious, mainly treated drinking water, which in some cases is lost in large quantities in the supply lines, can be reduced to a minimum. The cost outlay incurred on the installation, but also on the performance of the measurements and analyses, remains at a reasonable level. The inquiry can take place cyclically at provided terminals by means of a reader unit. Each measurement probe can also be installed unconnected and be connected direct to a data collector only when required or during routine measurements. The necessary ON-time - chiefly at quiet times of the day and night - will as a rule not exceed thirty to sixty minutes. Repeat measurements carried out at the same time provide, in a comparison of a number of measurements, a very accurate analysis of the water loss and above all the "quasi-zero consumption". Since a number of measurement probes are inserted at suitable intervals from one another, i.e. also in branches, the proximity of the leak can be defined by recording the water pressure and the flow noise as well as the flow direction and flow quantity. By means of the integrated noise detectors or sound recorders and a noise correlator adjusted to the latter, a location of the leak can then take place with pinpoint accuracy between two measurement probes.
It is possible, for example, for all the measurement probes to be connected to an evaluation device or a data collector via terminals, radio, modem or cable, whereby the measured elements of the measurement probes of interest at the time can be retrieved and evaluated, whereby analyses of the water loss can be carried out in the assumed areas or also regularly and with the facility to be turned on manually or automatically.
There are therefore various options available for retrieving the data directly in a control centre or locally. Particularly in winter times, when manhole covers, slide valve covers etc. are frozen solid, this can be carried out without problem from terminals installed above ground. The only important thing here, of course, is to be able to define precisely the point of the leakage loss between two inserted measurement probes, in order that only a small area has to be dug up so that the leak can finally be repaired.
Very advantageous options also arise with the method according to the invention when many measurement probes are installed. It is then proposed that, in the manner of a random-check generator, various areas of the water pipe network are analysed alternately and at repeated intervals for water loss and leaks, especially in the case of centrally arranged evaluation systems, for example a data collector or also a noise correlator.
This thus enables a constant observation of the water supply network so that leakage losses can thus be prevented or massive leakage losses rapidly detected.
By means of a long-term analysis with measurements repeated regularly or also irregularly, it is possible to respond immediately to a significant deviation of the measurement data from a single or from several measurement probes.
The measurement probe for implementing the method is characterised in that measuring elements for the output of measured quantities in respect of the flow, the pressure and the flow noise are integrated into the measurement probe, whereby all these measuring elements can be connected to evaluation devices or a data collector by means of transmission by radio, modem or cable connection.
With such a measurement probe, it has become possible to provide a water supply system with measurement points in a close-meshed manner, whereby leaks can also be detected in a close-meshed manner. Previously it was only possible, by using the most varied systems, to employ one measurement method after the other, whereby a result approaching satisfaction was arrived at with difficulty. As a result of the invention, it has become possible to make all the necessary measuring elements available at all the measurement points, so that, by combining all measurement points and thus also measurement methods, a sought leak can be arrived at quickly and with pinpoint accuracy.
When, according to the invention, it is proposed in an advantageous manner to put the measuring elements in a sleeve-like threaded spindle, whereby this threaded spindle is screwed or can be screwed into a tapped clip, the optimum facility is created for also using the measurement probe at any time subsequently, also in a piping system under pressure. This does not require a special manhole that has to be permanently accessible on account of necessary slide valves etc., but a suitable cable suffices, for example to the earth's surface, where the further connection then follows via terminals, radio, modem or even with a complete interconnection of the measurement probes to one another.
An advantageous measure consists in integrating the three measuring elements into the threaded spindle. It is thus possible to accommodate in the smallest possible space all the necessary measuring elements that are advantageous for an optimum measurement and evaluation. The measuring element for the flow can thereby be an inductive or capacitive measuring element.
Since the piping systems are in full operation, i.e.
under full pressure, in the case of the installation facility provided according to the invention, it is advantageous for the external thread of the threaded spindle to be a fine thread or a type of thread which permits installation in water pipes under pressure. By this means, it is readily possible to screw in the measurement probe despite the opposing pressure.
In order to provide a good gripping facility for the insertion of the measurement probe, it is proposed that the measurement probe designed as a threaded spindle should have on one of its ends a tool grip in the manner of a screw head. A tool for transferring the necessary torque can thus be easily applied.
As a result of the embodiment of the measurement probe according to the invention, the latter can be placed directly on a pipe and accordingly remain at any point of the pipe or an installation can also be carried out in an already present manhole. Various options for relaying the data thus arise. It is therefore proposed that a cable outlet for the measuring leads) be provided on the measurement probe or a plug arrangement for the connection of one or more evaluation device(s).
Many possibilities that previously were not available arise precisely as a result of the design of the measurement probe according to the invention. It is therefore proposed that such measurement probes be installed at a large number of definable measurement points of a water supply system, especially a drinking water supply network, preferably via tapped clips, and arranged permanently in the latter. Following a one-off installation, either when water pipes are being newly laid or during the retrofitting of existing piping systems, an optimum facility for the constant analysis of the water supply system is then made available.
Brief description of the drawings Examples of embodiment of the invention will be explained in greater detail in the following description with the aid of the drawings. They show:
Fig. 1 - a measurement probe according to the invention represented diagrammatically;
Fig. 2 - an inclined view of a commercially available tapped clip, into which the measurement probe is inserted, represented partially cut-open;
Fig. 3 - a pipe section in a water supply system represented diagrammatically.
Best way of performinc~the invention Measuring elements, i.e. a probe 2 for the flow measurement, a pressure sensor 3 and a noise detector 4, for the output of measured quantities in respect of the flow, namely the flow quantity and direction, the water pressure and the flow noise, are integrated into a measurement probe 1 represented in fig. 1 fox water supply networks. These measuring elements are connected or can be connected by means of transmission via a terminal, by radio, modem or cable connection to an evaluation device or a data collector 12 or, in respect of the noise detector, to a correlator. The essential thing, therefore, is that there are integrated in one measurement probe all the measuring elements that are required for optimum leak location and thus for optimum monitoring and analysis of a water supply network.
Measurement probes capable of supplying all the necessary measured values are thus available at all the measurement points.
The measuring elements are placed in a sleeve-like threaded spindle 5, whereby this threaded spindle 5 is screwed or can be screwed into a tapped clip 6. Simple installation of measurement probe 1 is thus possible even after many years, if a water supply system is to be accordingly equipped. In this way, it is also possible to complete a water supply system accordingly with measurement probes step by step, since an installation with tapped clips can be carried out at any time and at any points.
Tt is advantageous for probe 2 for the flow measurement to be designed as an inductive flow meter. Pressure sensor 3 and noise detector 4 can be designed as modules known per se, which however must be able to be integrated into the threaded spindle. The precise design of the integrated measuring elements does not matter. It can be measuring elements of the most varied manufacture and the most varied mode of operation, but they must be able to deliver, in concert with one another, the values required for the necessary analyses.
Threaded spindle 5 is of course provided with an external thread, whereby this external thread is advantageously a fine thread. Another kind of thread could however also be provided, which enables an installation of measurement probe 1 in a pipe under pressure. For the handling of measurement probe 2 designed as a threaded spindle 5, the latter has a tool grip 8 in the manner of a screw head on one of its ends. Within the scope of the invention, any other variant of a tool grip may of course also be provided.
If an especially slim design of a measurement probe is required, an internal tool grip at one of the ends of the measurement probe would also be conceivable, whereby cables or measuring leads 9 could then also be led out at the side.
An outlet for measuring leads) 9 is provided on measurement probe 1. This cable can be taken for example to an above-ground terminal. This would also enable permanent access to the measurement data on the spot, without the manhole cover etc. first having to be raised. It is however also possible to provide, on measurement probe 1 itself or even in an easily accessible terminal, a plug arrangement for the connection of one or more evaluation devices or data collectors 12.
As can be seen from fig. 3, measurement probes 1 with all the integrated measuring elements are installed at key points 10 and at a large number of definable measurement points 11 of a water supply network 13, especially a drinking water supply network. If they are not already fitted when a water supply network is newly installed, these measurement probes 1 can also be provided subsequently by the installation of tapped clips 6. Measurement probes 1 thus form a fixed component for constant use in water supply network 13 and are arranged permanently in the latter. Measurement probes 1 are connected or can be connected when needed to an evaluation system or one or more data collectors 12 via measuring leads 14 or via radio or via a modem.
For the performance of comparison measurements to determine water losses and to locate leaks in water - 11. -supply systems using measurement probes 1, a measurement of the flow and the pressure at regular or irregular intervals or continuously, with noise detector 4 connected part of the time or constantly if necessary, with the aid of measurement probes 1 installed permanently at key points 10 and/or measurement points 11 and an analysis by means of an evaluation system or a data collector 12 are performed, whereby a noise correlator 12 amongst other things is also provided. A "quasi-zero consumption" can thus be recorded. The data relating to the water pressure and the flow noise as well as the flow quantity and the flow direction define the proximity to a leak. Noise detector 4 in each measurement probe 1 can be connected individually to a noise correlator, in 'order that the location of a leak can finally be carried out with pinpoint accuracy between two neighbouring measurement probes 1 and thus between neighbouring key points 10 and/or measurement points 11. A suitably small interval between the measurement probes provided with noise detectors 4 is however required for this. The possibility of performing a noise correlation is dependent on the type of piping of the water supply system. In the case of plastic piping, the measurement probes must be present at smaller intervals than in the case of piping made of cast iron pipes.
All measurement probes 1 are connected to the evaluation device or data collector 12 via terminals, radio, modem or a cable, whereby the measured elements of measurement probes 1 of interest at the time are retrieved and evaluated. Analyses of the water loss can thus be carried out in the assumed areas or also regularly and with the facility to be turned on manually or automatically.
Precisely as a result of the special design of measurement probes 1 and the measurement and evaluation method in respect of the acquired data, still further options are open for constantly monitoring the precious commodity drinking water. It would thus be possible, in the manner of a random-check generator, to analyse different areas of water supply network 13 for water loss and leaks alternately and at repeated intervals with a centrally arranged evaluation device or data collector 12.
Measurement probe 1 according to the invention and the method can be used to advantage in communal drinking water supply systems, since water losses, in some cases quite considerable, occur there repeatedly due to leaks or to leaky valves in the supply units themselves (dwelling houses, offices, but also trade and industry etc.). These leaks and, therefore, water losses are as a rule only detected when water damage becomes visible.
A flow meter, possibly even installed in various places, e.g. a main branch point, at the house connections etc., is alone not sufficient for a measurement here.
A loss measuring unit is proposed here, which is used in an arrangement of several up to a multiple arrangement in a water supply system and also remains in use there. It is then possible to ascertain in relatively small pipe sections whether a water flow or a flow quantity - also in a certain flow direction - or certain noises or a pressure change in the piping that is more than usual at certain times of the day or night points to a possible water loss. It is thus possible to create a close-meshed control facility for each water works. The more measurement probes arranged in a water supply system, the more precisely can constant monitoring take place.
There are therefore fixed measurement points arranged in a multiple arrangement on the main feed lines, on the ring mains and also on the lines in the dense interconnected area. When lines are being newly laid, corresponding connection lines can also be put in with them. In any event, the measurement points always remain available at the place of use. Remote inquiries or a connection, for example, by modems to a central control station are also possible, so that, if the need arises, only one evaluation station or one data collector 12 is needed to evaluate the data of the measurement results. It is therefore also possible, e.g. during the night hours, to carry out repeated checks in very special areas in order to establish whether there is a change in the otherwise normal flow quantity. The ideal arrangement is of course if all the measurement points can be consulted arbitrarily combined with one another for measurements from a central control station .
Each measurement probe 1 can be installed extremely easily in the piping system by means of tapped clips.
Since such a piping system has the most varied pipe dimensions, mounted clips are provided which are fitted under pressure or in the unpressurised state, in cooperation with a corresponding drilling tool.
Measurement probe 1 can also be screwed in by means of various adapters adapted to the different tapped clips.
After installation of measurement probe 1, direct access to the drinking water is no longer possible, so that there is no risk of an intentional or even unintentional contamination of drinking water.
With the measurement probe proposed here and the proposed method, it is essentially a matter of having a constant control through the arrangement of a large number of measurement probes, which is not restricted solely to the main lines, but above all extends into the dense network - which is chiefly where a particular loss of water occurs. In this connection, the need of course arises for specially designed measurement probes, which must be mounted fixed on the lines and should be set up in a simple and cost-effective manner, in order that such a large number of measurement points can in fact be created cost-effectively. However, when drinking water, in particular, is becoming more precious and when leaks and faulty valves therefore have to be found quickly - before water emerges somewhere at the surface, then substantial investments should also be made in such a sector.
Claims (11)
1. A method for the performance of measurements for detecting water losses and locating leaks in water supply systems with the use of measurement probes which at regular or irregular intervals or continuously perform a measurement of the flow, namely the flow quantity and direction, the water pressure and the flow noise at measurement points (11), in order to carry out an analysis by means of an evaluation device (12) on the basis of a zero-consumption and, with the data in respect of the water pressure, the flow noise as well as the flow quantity and the flow direction, to define the proximity to a leak, whereby the noise detector (4) of each measurement probe (1) is connected individually to a noise correlator, in order finally to carry out the location of the leak with pinpoint accuracy between two neighbouring measurement probes (1).
2. The method according to claim 1, characterised in that, in the manner of a random-check generator, different areas of the water pipe network (13) are analysed for water loss and leaks alternately and at repeated intervals.
3. A measurement probe for performing the method according to claim 1 or 2, characterised in that measuring elements for the output of measured quantities in respect of the flow, the pressure and the flow noise are integrated into the measurement probe, whereby all these measuring elements can be connected to evaluation devices or a data collector (12) by means of transmission by radio, modem or cable connection.
4. The measurement probe according to claim 3, characterised in that the measuring elements are inserted in a sleeve-like threaded spindle (5), whereby this threaded spindle (5) is screwed or can be screwed into a tapped clip (6).
5. The measurement probe according to claim 4, characterised in that the three measuring elements are integrated into the threaded spindle (5).
6. The measurement probe according to claim 4 or 5, characterised in that the external thread of the threaded spindle (5) is a fine thread or a type of thread that permits the installation of the measurement probe in water pipes under pressure.
7. The measurement probe according to any one of claims 4 to 6, characterised in that the measurement probe (1) designed as a threaded spindle (5) has a tool grip (8) in the manner of a screw head on one of its ends.
8. The measurement probe according to any one of claim 3 to 7, characterised in that the measuring element for the flow is an inductive measuring element (2) .
9. The measurement probe according to any one of claims 3 to 7, characterised in that the measuring element for the flow is a capacitive measuring element.
10. The measurement probe according to any one of claims 3 to 9, characterised in that a cable outlet for measurement leads (9) is provided on the measurement probe (1) or a plug arrangement for the connection of one or more evaluation devices.
11. The measurement probe according to any one of claims 3 to 10, characterised in that such measurement probes (1) are installed at a large number of definable measurement points (11) of a water supply system (13), preferably via tapped clips (6), and are arranged permanently in the latter.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/EP1999/008076 WO2001031308A1 (en) | 1999-10-26 | 1999-10-26 | Method and measuring head for carrying out measurements in water supply systems |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2388110A1 true CA2388110A1 (en) | 2001-05-03 |
Family
ID=8167476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002388110A Abandoned CA2388110A1 (en) | 1999-10-26 | 1999-10-26 | Method and measuring head for carrying out measurements in water supply systems |
Country Status (10)
| Country | Link |
|---|---|
| JP (1) | JP2003513237A (en) |
| CN (1) | CN1171030C (en) |
| AU (1) | AU768095B2 (en) |
| BR (1) | BR9917543A (en) |
| CA (1) | CA2388110A1 (en) |
| CZ (1) | CZ297886B6 (en) |
| EA (1) | EA008420B1 (en) |
| IL (2) | IL149121A0 (en) |
| PL (1) | PL196979B1 (en) |
| WO (1) | WO2001031308A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013178273A (en) * | 2004-10-08 | 2013-09-09 | Itron Inc | Pursuit of vibration in pipeline network |
| DE102006005027A1 (en) * | 2006-02-03 | 2007-08-09 | Gerhard Ritter | Pipeline leakage detecting method for water supply, involves utilizing positive or negative - difference between reference value and measured value for indicating leakage in pipeline |
| JP5019197B2 (en) * | 2006-03-31 | 2012-09-05 | 株式会社東芝 | Water distribution information management device |
| CN100425904C (en) * | 2006-05-11 | 2008-10-15 | 陈宜中 | Electronic touring water pipeline leakage inspection |
| DE102010043482B4 (en) | 2010-11-05 | 2012-05-24 | Siemens Aktiengesellschaft | Leak detection and leak detection in supply networks |
| WO2014155792A1 (en) * | 2013-03-29 | 2014-10-02 | 日本電気株式会社 | Pipeline anomaly detection data logger device, pipeline structure, and pipeline anomaly detection system |
| CN104535275B (en) * | 2014-12-11 | 2017-04-12 | 天津大学 | Underwater gas leakage amount detection method and device based on bubble acoustics |
| US10379084B2 (en) * | 2015-07-03 | 2019-08-13 | Kamstrup A/S | Turbidity sensor based on ultrasound measurements |
| JP7446856B2 (en) | 2020-03-03 | 2024-03-11 | ホーチキ株式会社 | Water discharge test measurement system |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2841674C2 (en) * | 1978-09-25 | 1983-09-22 | Heide, Gerhard, Dipl.-Ing., 4006 Erkrath | Procedure for checking for leakage losses as well as the measuring shaft that can be used |
| DE3112829C2 (en) * | 1981-03-31 | 1986-01-16 | Seba-Dynatronic Mess- und Ortungstechnik gmbH, 8601 Baunach | Method and apparatus for locating raw damage with at least one microphone |
| JPS604700A (en) * | 1983-06-24 | 1985-01-11 | Hitachi Ltd | Pipe network break point estimation system |
| DE3336245A1 (en) * | 1983-10-05 | 1985-04-25 | Kraftwerk Union AG, 4330 Mülheim | METHOD FOR DETERMINING A LEAK AT PRESSURE-CONTAINING CONTAINERS AND DEVICE THEREFOR |
| JPS6174998A (en) * | 1984-09-19 | 1986-04-17 | 株式会社 テイエルブイ | Integrating instrument for operating time of steam trap |
| JPH01112440U (en) * | 1988-01-26 | 1989-07-28 | ||
| JPH0432735A (en) * | 1990-05-29 | 1992-02-04 | Fujikura Ltd | Leak point detecting method for underground buried conduit |
| JP3223337B2 (en) * | 1993-03-25 | 2001-10-29 | フジテコム株式会社 | Leak sound detector |
| FR2713764B1 (en) * | 1993-11-10 | 1996-01-12 | Ksb Sa | Fluid measurement device. |
| JP3119986B2 (en) * | 1993-12-07 | 2000-12-25 | 日昌興業株式会社 | Investigation method of leaking point of underground water pipe |
| JP3144971B2 (en) * | 1993-12-16 | 2001-03-12 | 株式会社東芝 | Water leak detection device |
| DE19528287C5 (en) * | 1995-08-02 | 2009-09-24 | Ingenieurgesellschaft F.A.S.T. für angewandte Sensortechnik mit beschränkter Haftung | Method for detecting a leak in a drinking water supply network and arrangement for carrying out the method |
| JPH10267783A (en) * | 1997-03-25 | 1998-10-09 | Akuasu Kk | City water leakage detection method |
| JPH11201812A (en) * | 1998-01-08 | 1999-07-30 | Mitsui Eng & Shipbuild Co Ltd | Method for measuring sound velocity in fluid piping |
| JPH11230849A (en) * | 1998-02-17 | 1999-08-27 | Mitsui Eng & Shipbuild Co Ltd | Device for detecting hydraulic information of fire hydrant and fluid conduit line |
| JP3488623B2 (en) * | 1998-03-04 | 2004-01-19 | 東京都 | Water leak position detecting method and water leak position detecting device |
| JPH11271168A (en) * | 1998-03-25 | 1999-10-05 | Mitsui Eng & Shipbuild Co Ltd | Leakage detection method |
-
1999
- 1999-10-26 AU AU10435/00A patent/AU768095B2/en not_active Ceased
- 1999-10-26 CZ CZ20021226A patent/CZ297886B6/en not_active IP Right Cessation
- 1999-10-26 EA EA200200485A patent/EA008420B1/en not_active IP Right Cessation
- 1999-10-26 IL IL14921299A patent/IL149121A0/en active IP Right Grant
- 1999-10-26 CN CNB998169692A patent/CN1171030C/en not_active Expired - Fee Related
- 1999-10-26 JP JP2001533399A patent/JP2003513237A/en active Pending
- 1999-10-26 CA CA002388110A patent/CA2388110A1/en not_active Abandoned
- 1999-10-26 WO PCT/EP1999/008076 patent/WO2001031308A1/en active IP Right Grant
- 1999-10-26 PL PL354457A patent/PL196979B1/en not_active IP Right Cessation
- 1999-10-26 BR BR9917543-6A patent/BR9917543A/en not_active Application Discontinuation
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2002
- 2002-04-14 IL IL149121A patent/IL149121A/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| CN1375055A (en) | 2002-10-16 |
| EA200200485A1 (en) | 2002-10-31 |
| PL196979B1 (en) | 2008-02-29 |
| JP2003513237A (en) | 2003-04-08 |
| EA008420B1 (en) | 2007-04-27 |
| CN1171030C (en) | 2004-10-13 |
| CZ20021226A3 (en) | 2002-06-12 |
| AU768095B2 (en) | 2003-12-04 |
| CZ297886B6 (en) | 2007-04-18 |
| BR9917543A (en) | 2002-08-13 |
| PL354457A1 (en) | 2004-01-12 |
| AU1043500A (en) | 2001-05-08 |
| WO2001031308A1 (en) | 2001-05-03 |
| IL149121A0 (en) | 2002-11-10 |
| IL149121A (en) | 2006-09-05 |
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Legal Events
| Date | Code | Title | Description |
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| EEER | Examination request | ||
| FZDE | Discontinued |