WO2015087378A1 - Water facility network abnormality detection device and abnormality detection method - Google Patents

Water facility network abnormality detection device and abnormality detection method Download PDF

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Publication number
WO2015087378A1
WO2015087378A1 PCT/JP2013/082971 JP2013082971W WO2015087378A1 WO 2015087378 A1 WO2015087378 A1 WO 2015087378A1 JP 2013082971 W JP2013082971 W JP 2013082971W WO 2015087378 A1 WO2015087378 A1 WO 2015087378A1
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Prior art keywords
abnormality
water supply
water
inter
data
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PCT/JP2013/082971
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French (fr)
Japanese (ja)
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優美子 石戸
信補 高橋
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株式会社日立製作所
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Priority to JP2015552215A priority Critical patent/JPWO2015087378A1/en
Priority to PCT/JP2013/082971 priority patent/WO2015087378A1/en
Publication of WO2015087378A1 publication Critical patent/WO2015087378A1/en

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B7/00Water main or service pipe systems
    • E03B7/003Arrangement for testing of watertightness of water supply conduits
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/26Investigating 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
    • G01M3/28Investigating 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
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss
    • F17D5/06Preventing, monitoring, or locating loss using electric or acoustic means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/26Investigating 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
    • G01M3/28Investigating 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
    • G01M3/2807Investigating 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
    • G01M3/2815Investigating 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

Definitions

  • the present invention relates to an abnormality detection device and an abnormality detection method for a water supply facility network.
  • the system and method for monitoring resources in the water supply network of Patent Document 1 uses an abnormality in the water supply network by utilizing a plurality of types of data supplied from the administrator of the water supply network and an external information supply source. Although a method for detecting the occurrence of data is provided, it requires preparation of a plurality of types of data when used. In addition, in order to properly utilize the data received from the manager of the water pipe network or an external source, tuning work based on expertise in the water supply field is required. For one or both of these multiple types of data and tuning work with specialized knowledge, if sufficient quantity and quality cannot be ensured at the device installation destination, there is a problem that the accuracy of anomaly detection is reduced and false alarms increase. .
  • the present invention provides an abnormality detection device and an abnormality detection method for a water supply facility network that can detect the occurrence of an abnormality in the water supply facility network using a pressure measurement value obtained from the water supply facility network.
  • the present application includes a plurality of means for solving the above-mentioned problems.
  • the pressure measurement value by the pressure gauge is used to relate to the water consumption for each small area divided by the position of the pressure gauge.
  • An inter-sensor water consumption ratio index is calculated, and by detecting the inter-sensor water consumption ratio index, the occurrence of an abnormality in the distribution pipe network and the location of the abnormality are estimated.
  • the inter-sensor water consumption ratio index uses a difference and a ratio of measurement values obtained by a plurality of pressure measuring instruments.
  • the present invention it is possible to detect the occurrence of abnormality in the water supply facility network using the pressure measurement value obtained from the water supply facility network.
  • FIG. 1 is a configuration diagram of an abnormality detection apparatus 100 for a water supply facility network according to this embodiment.
  • the abnormality detection apparatus 100 for a water supply network receives pressure measurement data 111 and outputs an output data group 121.
  • the pressure measurement data 111 is time-series data measured by a pressure measuring device (pressure sensor) positioned in a pipe over a water supply facility network to be detected as an abnormality, and details thereof will be described later with reference to FIG. Further, a method and a form in which the pressure measurement data 111 is input to the abnormality detection device 100 of the water supply facility network will be described later with reference to FIG.
  • the output data group 121 can include consumption ratio transition report data 122, abnormality report data 123, and other data 124. Details of the output data group 121 will be described later with reference to FIG.
  • the abnormality detection device 100 of the water supply network includes an inter-sensor water consumption ratio index calculation unit 101 and an abnormality diagnosis unit 102.
  • the inter-sensor water consumption ratio index calculation unit 101 receives the pressure measurement data 111, calculates an inter-sensor water consumption ratio index, generates consumption ratio transition report data 122 from the calculation result, and generates the generated consumption ratio.
  • the transition report data 122 is output.
  • the consumption ratio transition report data 122 is input to the abnormality diagnosis unit 102. Details of the operation of the inter-sensor water consumption ratio index calculation unit 101 will be described later with reference to FIG.
  • the abnormality diagnosis unit 102 receives the consumption ratio transition report data 122 received from the inter-sensor water consumption ratio index calculation unit 101, diagnoses the presence or absence of an abnormality in the water supply network, and reports the abnormality report data 123 as the diagnosis result. Data 124 is output. Details of the operation of the abnormality diagnosis unit 102 will be described later with reference to FIG.
  • FIG. 2 is a hardware block diagram of the abnormality detection apparatus 100 of the present embodiment.
  • an abnormality detection apparatus 100 for a water supply facility network includes a CPU (Central Processing Unit) 201, a memory 202, a media input / output unit 203, an input unit 205, a communication control unit 204, a display unit 206, A peripheral device interface 207 and a bus 210 are included.
  • CPU Central Processing Unit
  • the CPU 201 executes a program on memory 202.
  • the memory 202 temporarily stores programs, tables, and the like.
  • the media input / output unit 203 holds programs, tables, and the like.
  • the input unit 205 is a keyboard, a mouse, or the like.
  • the communication control unit 204 is connected to the network 220.
  • the display unit 206 is a display that displays various types of information.
  • the peripheral device interface 207 is an interface such as a printer.
  • the bus 210 interconnects the CPU 201, the memory 202, the media input / output unit 203, the input unit 205, the communication control unit 204, the display unit 206, and the peripheral device interface 207.
  • the abnormality detection apparatus 100 for the water supply network in FIG. 1 is realized by the CPU 201 executing the program.
  • FIG. 3 is a configuration diagram of a water supply facility network that is detected by the abnormality detection device 100 of the water supply facility network.
  • FIG. 3 shows a distribution reservoir 301 for supplying water to the water supply network, water distribution areas 331 to 332 of the water supply network, and a water distribution pipe network in the water supply network by a solid line.
  • flow rate measuring devices 311 to 314 are installed, in the distribution district 331, pressure measuring devices 321 to 324 are installed, and in the distribution district 332, pressure measuring devices 325 to 328 are installed.
  • At least one water distribution area has three or more pressure measuring instruments in the water distribution area.
  • the flow rate measuring devices 311 to 314 measure the flow rate or flow velocity of the water flowing through the pipe where the flow rate measuring device is positioned.
  • the pressure measuring devices 321 to 328 measure the pressure or head of water flowing through the pipe where each pressure measuring device is positioned.
  • the flow rate measuring devices 311 to 314 and the pressure measuring devices 321 to 328 measure, for example, at regular time intervals. Each time the flow rate measuring devices 311 to 314 or the pressure measuring devices 321 to 328 perform measurement, the measured values are sequentially sent to the water facility network administrator through supervisory control and data acquisition system of the water facility network, for example. It is done.
  • the supervisory control and data acquisition system of the water supply network organizes and records the received measurement values as time series data in time series.
  • the time series data measured by the pressure measuring instruments 321 to 328 and recorded in time series order by the supervisory control and data acquisition system of the water supply network is referred to as pressure measurement data 111. Details of the supervisory control of the water supply network and the data acquisition system will be described later with reference to FIG.
  • FIG. 4 is a block diagram of a form in which the water facility network administrator 402 collects data related to the water facility network and manages the water facility network using the abnormality detection device 100 of the water facility network. .
  • a water facility network administrator 402 includes meter data 421 including pressure measurement data, water facility customer data 422, water facility network GIS (Geographical Information System) data 423, and water facility network data.
  • the operation data 424 and the asset data 425 of the water supply facility network are managed.
  • a water supply facility network administrator 402 manages the data 421 to 425 in a water supply facility network management space 451.
  • Meter data 421 including pressure measurement data is obtained by measuring measured values measured by a plurality of measuring instruments (for example, flow measuring instruments 311 to 314 and pressure measuring instruments 321 to 328) arranged in the water supply network in time series. It is the time series data described.
  • Meter data 421 including pressure measurement data includes pressure measurement data 111 in part or in whole.
  • the supervisory control and data acquisition system 411 of the water supply network receives a measurement value at a new measurement time from a measuring instrument installed in the water supply network, the measurement value at the new measurement time is received by pressure measurement.
  • the meter data 421 including data is added and updated in chronological order.
  • the supervisory control and data acquisition system 411 of the water supply network sequentially transmits the meter data 421 including the pressure measurement data to the administrator 402 of the water supply network.
  • the water facility network customer data 422 is information about customers of the water facility network. For example, the number and distribution of customers of the water supply network, past water consumption and payment information can be included.
  • the GIS data 423 of the water supply facility network is position information and structure information of piping, measuring equipment, and equipment in the water supply facility network.
  • the operation data 424 of the water supply network is equipment operation and status information for operating the water supply network. For example, information indicating the opening / closing of a valve that affects the amount of water flowing through a pipe of a water supply facility network or the operating status of a pump can be included.
  • the asset data 425 of the water supply facility network is physical or chemical information about asset information of elements and devices constituting the water supply facility network and the surrounding environment of the water supply facility network. For example, information indicating the material and age of pipes in the water supply network, the repair history and accident history of pipes and other equipment can be included. Moreover, the information on the chemical properties of the soil around the pipes installed in the water supply facility network and the physical information on the buildings existing inside the water supply facility network can be included.
  • the water facility network management space 451 is a physical space and resource space (for example, a building owned by the water facility network administrator 402) that can be used by the water facility network administrator 402 to manage the water facility network. And equipment devices, computers, electronic storage media, and recording media such as paper).
  • a water supply facility network administrator 402 may receive external data 431 from an individual or organization that is not necessarily the same as the water facility network administrator.
  • the external data 431 is data that the water supply facility network administrator 402 acquires for managing the water supply facility network. For example, weather, weather information, and event information that affects water consumption of the water supply facility network are stored. Can be included.
  • the water supply facility network administrator 402 manages these data 421 to 425 and 431 and transmits the pressure measurement data 111 to the abnormality detection apparatus 100 of the water supply facility network via the input / output interface 441.
  • the water supply facility network administrator 402 receives the output data group 121 from the water facility network abnormality detection apparatus 100 via the input / output interface 441.
  • the administrator 402 of the water supply network manages the output data group 121 received from the abnormality detection apparatus 100 of the water supply network and the data 421 to 425 and 431 managed by the administrator 402 of the water supply network. To use.
  • the input / output interface 441 is an interface for the administrator 402 of the water supply network to transmit the pressure measurement data 111 and receive the output data group 121. Details of the input / output interface 441 will be described later with reference to FIG.
  • the abnormality detection device 100 of the water supply facility network is managed in the abnormality detection service management space 452 by the administrator 401 of the abnormality detection device.
  • the anomaly detection service management space 452 is a physical space and resource space that can be used by the anomaly detection device administrator 401 for managing the anomaly detection service (for example, a building owned by the anomaly detection device 100 administrator 401). Objects, equipment, computers, electronic storage media, and recording media such as paper). Part or all of the abnormality detection service management space 452 may coincide with the water supply network management space 451.
  • FIG. 5 is a data configuration diagram showing an example of the consumption ratio transition report data 122. The operation details of the inter-sensor water consumption ratio index calculation unit 101 will be described with reference to FIG.
  • the inter-sensor water consumption ratio index calculation unit 101 calculates an inter-sensor water consumption ratio index from the pressure measurement data 111 for each measurement time. More specifically, the inter-sensor water consumption ratio index at a certain measurement time t is, for example, when four or more pressure measuring instruments are installed in the same water distribution area, four different ones installed in the same water distribution area. It can be obtained by calculating the value of the following equation with respect to the pressure measurement value at the measurement time t of the pressure measuring instrument.
  • S1 to S4 Pressure measuring devices (pressure measuring devices corresponding to four pressure measuring devices among the pressure measuring devices 321 to 324 and 325 to 328)
  • H1 to H4 head measured by S1 to S4 [m] It is.
  • the pressure measurement value at the measurement time t by the pressure measurement device is used.
  • the inter-sensor water consumption ratio index calculation unit 101 calculates the formula (1) for selecting all possible pressure measuring devices.
  • the inter-sensor water is measured with respect to the measurement value at the measurement time t by three different pressure measuring instruments installed in the same water distribution area.
  • the consumption ratio index calculation unit 101 calculates a value of the following formula, for example. When the pressure measurement value does not exist at the measurement time t, the pressure measurement value at the measurement time closest to the measurement time t in the pressure measurement device is used.
  • the inter-sensor water consumption ratio index calculation unit 101 calculates Equation (2) for all possible pressure measuring device selection methods.
  • the inter-sensor water consumption ratio index calculation unit 101 calculates (1) and (2) for all possible pressure measuring instrument combinations and all measurement times, and reports the consumption ratio transition from all the calculation results.
  • Data 122 is generated and output.
  • the consumption amount transition report data 122 is output as data having a matrix structure as shown in FIG. 5, for example.
  • FIG. 5 shows a measurement time column 501 and calculation result columns 502 and 503 of the inter-sensor water consumption ratio index for each combination of pressure measuring instruments.
  • the data in the same column includes the inter-sensor water consumption index calculation for the same combination of pressure measuring instruments. Store the result.
  • the data in the same row stores the inter-sensor water consumption index calculation result for each combination of pressure measuring devices for the same measurement time.
  • the measurement time in the measurement time column 501 is a representative measurement time for the pressure measurement value used for calculating the inter-sensor water consumption ratio index represented by the numerical value in the other column of the row (for example, the most measurement time). The time and the average of the measurement times of all the pressure measuring instruments used).
  • the inter-sensor water consumption ratio index calculation unit 101 transmits the consumption ratio transition report data 122 including the inter-sensor water consumption ratio index to the abnormality diagnosis unit 102 and the output data group including the consumption ratio transition report data 122 121 is transmitted to the input / output interface 441.
  • FIG. 6 is a characteristic diagram showing a graph of a time-series plot of the inter-sensor water consumption ratio index calculated for a certain combination of pressure measuring instruments (S1, S2, S3).
  • or S3 represent the three different pressure measuring instruments installed in the same water distribution area.
  • the horizontal axis of the graph represents the measurement time
  • the vertical axis represents the water consumption ratio index.
  • the abnormality diagnosis unit 102 receives consumption ratio transition report data 122 from the inter-sensor water consumption ratio index calculation unit 101.
  • the abnormality diagnosis unit 102 finds a statistically large deviation from a certain value in the time series data of the inter-sensor water consumption ratio index represented by the consumption ratio transition report data 122, thereby detecting the inter-sensor water consumption. Diagnose the occurrence of an abnormality in the water distribution area where the pressure measuring instrument using the pressure measurement value is used to calculate the quantity ratio index.
  • the inter-sensor water consumption ratio index 601 when the inter-sensor water consumption ratio index 601 is set to I (S1, S2, S3), the inter-sensor water consumption ratio index 601 takes a substantially constant value until time 602. Since the time 602, the inter-sensor water consumption ratio index 601 deviates greatly from the fixed value, so the abnormality diagnosis unit 102 determines that an abnormality has occurred in the water distribution area where the pressure measuring instruments S1, S2, and S3 are installed. .
  • a known technique can be used to determine whether the deviation is statistically significant. For example, when an appropriate threshold value (abnormality judgment value) is set from the magnitude of the deviation of the time series data of the inter-sensor water consumption ratio index for the same combination of pressure measuring instruments in the past, and the deviation exceeding the threshold is observed In addition, it is judged that the deviation is statistically significant. Further, for example, when there is a high frequency of departure exceeding the threshold, or when the duration that takes a value exceeding the threshold is long, it is determined that the departure is statistically significant.
  • an appropriate threshold value abnormality judgment value
  • the inter-sensor water consumption ratio index expressed by equations (1) and (2) indicates that the equipment that increases the water pressure in a specific pipeline in the distribution area, such as a pump, does not operate in the distribution area. Show that if water consumption at each point in the district meets appropriate assumptions such as similarity as a function of time, and if there is no leakage in the distribution district, it will be a theoretically constant value. Can do. When an abnormality such as water leakage occurs, the inter-sensor water consumption ratio index represented by equations (1) and (2) generally does not become a constant value.
  • the abnormality diagnosis unit 102 of the abnormality detection apparatus 100 of the present embodiment uses the hydraulic characteristics in the distribution pipe network to monitor deviations of the indices represented by the expressions (1) and (2) from a certain value. By doing so, the occurrence of an abnormality near the pressure measuring instrument used for the index calculation is detected.
  • the inter-sensor water consumption ratio index (for example, the formula (1), the formula (2)) used in the abnormality detection apparatus 100 for the water supply facility network of the present embodiment is the difference and ratio of the pressure measurement values by a plurality of pressure measuring instruments. It is characterized by using.
  • the difference between the pressure measurement values of the two pressure measuring instruments positioned in the same water distribution area is determined by the pipe connecting the two pressure measuring instruments and the flow rate flowing through the pipe. Therefore, the local information regarding the amount of water flowing through the area divided by the pressure measuring instrument in each water distribution area can be obtained by taking the difference between the plurality of pressure measurement values. Further, by taking the ratio of the differences, it is possible to automatically cancel out fluctuations that commonly affect the amount of water flowing in the areas divided by the pressure measuring instrument in each water distribution area.
  • the inter-sensor water consumption ratio index is not limited to the implementation example of Equation (1) and Equation (2).
  • any function of the value on the right side of the equations (1) and (2) may be used.
  • the inter-sensor water consumption given by the expressions (1) and (2) When the quantity ratio index becomes a constant value, the function becomes constant.
  • the right side of equations (1) and (2) The inter-sensor water consumption ratio indicator also deviates from a certain value as an arbitrary function of the value.
  • a linear expression using a denominator and a numerator difference of the expressions (1) and (2) may be used as an index.
  • the inter-sensor water consumption ratio index in equations (1) and (2) is a constant value
  • equations (1) and (2) The linear expression using the difference between the denominator and the numerator is also a constant value.
  • the abnormality diagnosis unit 102 of this embodiment detects the occurrence of an abnormality
  • the abnormality diagnosis unit 102 estimates the occurrence position based on the consumption ratio transition report data 122.
  • the inter-sensor water consumption ratio indicators that deviate statistically significantly in the consumption ratio transition report data 122 are listed in descending order of the degree of deviation.
  • a known technique can be used for evaluating the degree of deviation. For example, the deviation in the past several hours or days in the time-series data of the inter-sensor water consumption ratio index, and the deviation of the time-series data of the inter-sensor water consumption ratio index in the minutes or hours after the occurrence of the determined abnormality Listed in descending order of ratio.
  • threshold values abnormality determination values
  • the index calculation values are listed in the order of long time when the index calculation value deviates continuously from the threshold value.
  • the magnitude of the above-described deviation ratio, the number of deviations per unit time, and the length of time for which the deviation has continued are comprehensively evaluated with appropriate weights.
  • a pair of pressure measuring instruments whose difference is included in the inter-sensor water consumption ratio index having a large degree of deviation (for example, (1) If the inter-sensor water consumption ratio index given by the equation is given, a large point is given to (S1, S2) and (S3, S4)), and the pressure that includes the difference in the inter-sensor water consumption ratio index with a small degree of deviation Give a small point to a pair of instruments.
  • points are individually given to pairs of pressure measuring instruments whose differences are included in the inter-sensor water consumption ratio indicators. Sum all points for each pair of pressure gauges.
  • the abnormality diagnosing unit 102 of the present embodiment is abnormal in the water distribution area indicated by the pair of pressure measuring instruments that has acquired the most points, for example, in the vicinity of the pipe connecting the pressure measuring instruments S1 and S2 if (S1, S2). Diagnose it as the most probable candidate for the location.
  • the abnormality diagnosis unit 102 outputs the abnormality report data 123 and other data 125 to the input / output interface 441 as a part of the output data group 121.
  • the abnormality report data 123 includes an abnormality occurrence determination result by the abnormality diagnosis unit 102, and estimated abnormality position information when it is determined that an abnormality has occurred.
  • the estimated abnormal position designates a sub-division divided by the pressure measuring instrument with reference to the pressure measuring instrument arranged in the water distribution area, such as “near the pipe connecting the pressure measuring instruments S1 and S2.”
  • the abnormality report data 123 can be included in the descending order of the points at which one or a plurality of small district candidates are acquired as estimated abnormal positions.
  • the output data group 121 can include other data 124.
  • the other data 124 can include the information of the abnormality report data 123 converted into a different format. That is, the other data 124 includes, for various devices and applications used by the water facility network manager 402, whether or not an abnormality has occurred in the water facility network and estimated position information required by those devices and applications. be able to.
  • the various devices and applications used by the water facility network administrator 402 include, for example, devices that plan emergency response in the event of an abnormality, devices that plan pipeline renewal plans, and water leaks for each district of the water facility network Includes equipment for risk assessment.
  • the other data 124 can include an operation report when the abnormality detection apparatus 100 of the water supply facility network operates in cooperation with another application. For example, when the administrator 402 of the water supply facility network uses a system that automatically generates an alarm when an abnormality is detected, when the abnormality detection device 100 of the water supply facility network detects an abnormality, it responds to the estimated abnormality occurrence position. Data may be included that report that the warning was proposed.
  • FIG. 7 is a flowchart showing processing of the abnormality detection apparatus 100 in the water supply facility network.
  • step start 701 the abnormality detection apparatus 100 for the water supply network starts processing.
  • the communication control unit 204 receives the pressure measurement data 111 transmitted from the input / output interface 441 as a data input unit (S702).
  • the CPU 201 that is, the inter-sensor water consumption ratio index calculation unit 101 calculates the inter-sensor water consumption ratio index based on the pressure measurement data 111 received by the communication control unit 204 (S703), and the calculation result.
  • the consumption ratio transition report data 122 is generated from the data, and the generated consumption ratio transition report data 122 is output to the input / output interface 441 and the abnormality diagnosis unit 102 (S704).
  • the abnormality diagnosis unit 102 determines the presence / absence of abnormality from the consumption ratio transition report data 122 (S705). If it is determined in step S705 that there is no abnormality, the process returns to step S702, and if there is an abnormality in step S705. If it is determined, the position of occurrence of abnormality is estimated (S706), and the process proceeds to step S707.
  • step S707 the abnormality diagnosis unit 102 generates abnormality report data and other data based on the data obtained in step S706, and transmits the generated abnormality report data and other data to the input / output interface 441. Then, the process returns to step S702.
  • FIG. 8 shows an example of an output screen displayed by the input / output interface 441 of the present embodiment to the administrator 402 of the water supply network.
  • the input / output interface 441 transmits the pressure measurement data 111 among the information managed or owned by the water facility network administrator 402 to the abnormality detection device 100 of the water facility network. Further, the input / output interface 441 receives the output data group 121 from the abnormality detection apparatus 100 of the water supply facility network.
  • the input / output interface 441 sequentially transmits / receives input / output data. For example, transmission of input data and reception of the output data group 121 are performed at intervals equal to or smaller than the measurement time intervals of the pressure measuring devices 321 to 328.
  • the input / output interface 441 includes an output data group 121 received from the water facility network anomaly detection device 100, meter data 421 including pressure measurement data and customer data 422 of the water facility network managed by the water facility network administrator 402.
  • the GIS data 423 of the water supply network, the operation data 424 of the water supply network, and the asset data 425 of the water supply network can be simultaneously displayed in the management space 451 of the water supply network. Further, when the water facility network administrator 402 obtains the external data 431 from an external provider, the input / output interface 441 can simultaneously display the data in the water facility network management space 451.
  • the screen 800 is an example of a screen displayed by the input / output interface 441 according to the present embodiment to the manager 402 of the water supply network.
  • the screen 800 includes a consumption ratio transition report data display unit 801, an abnormality report data display unit 802, other data display unit 803, a GIS data display unit 811 of a water supply network, and meter data display including pressure measurement data.
  • the consumption ratio transition report data display unit 801 displays the consumption ratio transition report data 122.
  • the water facility network administrator 402 displays the time-series data of the water consumption ratio index selected on the screen 800 as a graph.
  • the abnormality report data display unit 802 displays the abnormality report data 123.
  • the estimated position of occurrence of an abnormality is displayed in characters using the position of the pressure measuring instrument as a reference, such as “near the pipeline connecting the pressure measuring instruments S1 and S2.”
  • Other data display unit 803 displays other data 124.
  • the water facility network abnormality detection device 800 and the other application Displays information about the interaction.
  • the water facility network GIS data display unit 811 displays the water facility network GIS data 423 managed by the water facility network administrator 402. For example, the layout of the water supply network is displayed in a graph format.
  • the meter data display unit 812 including pressure measurement data displays meter data 421 including pressure measurement data managed by the administrator 402 of the water supply network.
  • the administrator 402 of the water supply network displays the time series data of the pressure measuring device or flow rate measuring device selected on the screen 800 as a graph.
  • the operation data display unit 813 of the water supply facility network displays the operation data 424 of the water supply facility network managed by the administrator 402 of the water supply facility network.
  • the administrator 402 of the water supply network displays the time series data of the discharge pressure of the pump selected on the screen 800 and the time series data of the valve opening / closing status as a graph.
  • the water facility network customer data display unit 814 displays the water facility network customer data 422 managed by the water facility network administrator 402. For example, the water supply facility network administrator 402 displays the customer information selected on the screen 800.
  • the water facility network asset data display unit 815 displays the water facility network asset data 425 managed by the water facility network administrator 402.
  • the water supply facility network administrator 402 displays asset information of a pipeline or equipment selected on the screen 800.
  • FIG. 9 is another example of an output screen displayed by the input / output interface 441 of the present embodiment to the manager 402 of the water supply network.
  • the input / output interface 441 may display the output screen shown by the screen 900 to the manager 402 of the water supply network.
  • the corresponding district is displayed over the GIS data display unit 911 of the water supply network.
  • the geographical location in the water supply network of a small area designated by a plurality of pressure measuring devices is part of the GIS data 423 of the water supply network. It can be memorized in advance.
  • the system and method for monitoring resources in the water supply network given in Patent Document 1 generates estimated normal values for various measurement values using a plurality of types and a large amount of data received from an administrator of the water supply network.
  • the abnormality detection device 100 for the water supply network uses only the pressure measurement value in the water supply network to detect the occurrence of abnormality in the water supply network based on the estimated normal value. Anomalies are detected based on the ratio of water consumption ratio.
  • the abnormality detection device 100 for the water supply network has high abnormality occurrence detection accuracy particularly in the following cases as compared with the related art.
  • the water consumption index represented by equations (1) and (2) indicates that water leakage occurs in the water distribution area under appropriate assumptions such as pumps and other equipment not operating in the water distribution area. If not, it becomes constant. Therefore, the occurrence of an abnormality can be detected from a slight deviation from the equations (1) and (2). Therefore, when the water consumption pattern of the user is similar in the distribution area, such as the entire distribution area is a residential area, the entire distribution area is a similar industrial area, etc.
  • the abnormality detection apparatus 100 can be expected to have high abnormality detection accuracy.
  • the abnormality detection device 100 for the water supply network detects an abnormality by monitoring an inter-sensor water consumption ratio index that should take a constant value when there is no abnormality. It can be expected that the apparatus can be used by using only the measurement data.
  • a first difference (a numerator value of the expression (1) or (2)) indicating a difference between pressure measurement values of the pressure measuring instrument and at least one of the plurality of pressure measuring instruments is the pair of pressures.
  • An inter-sensor water consumption ratio index indicating a ratio with a second difference (a value in the denominator of the equation (1) or (2)) indicating a difference between pressure measurement values of a pair of pressure measuring devices different from the measuring device.
  • the first difference is calculated as a plurality of first differences
  • the second difference is calculated as a second difference.
  • the first difference obtained by the calculation and the calculation are obtained.
  • the abnormality diagnosis unit 102 diagnoses the occurrence of abnormality, the first difference or the second difference constituting the inter-sensor water consumption ratio index indicating an abnormal value among the plurality of inter-sensor water consumption ratio indices.
  • the position of the pipe in which the pair of pressure measuring instruments that are the measurement source of the measurement value corresponding to at least one of the differences is arranged can be estimated as the occurrence position of the abnormality.
  • the occurrence of abnormality in the water supply network is automatically detected by a simplified analysis method, and the occurrence position is estimated. can do.
  • the measurement data obtained by the pressure measuring instrument is received from the manager 402 of the water supply facility network, and the abnormality occurrence detection accuracy and the position estimation accuracy may be improved in the water supply facility network satisfying at least a specific condition. It is possible to provide an abnormality detection device that does not decrease.
  • the presence or absence of piping abnormality in the water supply network is diagnosed based on whether or not the inter-sensor water consumption ratio index obtained from the measurement value of the pressure measuring instrument deviates from a certain value. Therefore, when a user's water consumption pattern resembles in a water distribution area, the abnormality of piping in a water supply network can be detected with high precision.
  • the inter-sensor water consumption ratio index is calculated only from the measurement value of the pressure measuring instrument, collection / reference of external data, periodic analysis from past data, inter-sensor correlation analysis, etc. Without performing this operation, it is possible to diagnose the presence or absence of piping abnormality in the water supply facility network, and to reduce preparation and analysis labor for abnormality detection.
  • an abnormality detection device for a water supply network that detects an abnormality in a water supply network using only pressure measurement data even when a user's water consumption pattern varies greatly from one small area to another in a water distribution area.
  • FIG. 10 is a configuration diagram illustrating an abnormality detection apparatus 1000 for a water supply network in the second embodiment.
  • the description of the components having the same functions as those already described with reference to FIG. 1 is omitted.
  • the abnormality detection apparatus 1000 for the water supply network includes an inter-sensor water consumption ratio index calculation unit 101, an abnormality diagnosis unit 1002, and a database 1003.
  • the abnormality diagnosis unit 1002 of this embodiment stores the time series data of the inter-sensor water consumption ratio index output from the inter-sensor water consumption ratio index calculation unit 101 in the database 1003 as a data storage unit.
  • the abnormality diagnosis unit 1002 of this embodiment monitors the inter-sensor water consumption ratio index, and does not deviate from a constant value, but significantly deviates from time-series data indicated by past data stored in the database 1003. By detecting it, the occurrence of abnormality is detected.
  • a known technique such as machine learning can be used to detect a significant deviation from the time-series data indicated by past data.
  • the time-series data indicated by the past data is time-series data having periodicity
  • the inter-sensor water consumption ratio index calculated from the measured values of each pressure measuring instrument is the inter-sensor water consumption having periodicity.
  • the inter-sensor water consumption ratio index having periodicity is accumulated in the database 1003 as the consumption ratio transition report data 122 including the past inter-sensor water consumption ratio index.
  • the abnormality diagnosis unit 1002 compares the calculation result of the inter-sensor water consumption ratio index calculation unit 101 with the past inter-sensor water consumption ratio index accumulated in the database 1003, and the inter-sensor water consumption ratio index.
  • the calculation result of the calculation unit 101 is a value obtained from the past inter-sensor water consumption ratio index and deviates from the abnormality determination value indicating periodicity, it can be diagnosed that an abnormality has occurred.
  • the database 1003 stores the past calculated value of the inter-sensor water consumption ratio index for each combination of pressure measuring instruments.
  • the abnormality diagnosis unit 1002 of the present embodiment performs estimation of the abnormality occurrence position using the degree of deviation from the time series data indicated by past data.
  • a known technique in the statistical field can be used for evaluating the magnitude of the deviation.
  • the abnormality diagnosis unit 1002 of the present embodiment gives a large score to a pair of pressure measuring instruments whose difference is included in the inter-sensor water consumption ratio index having a large deviation, and the pressure measurement
  • the estimated position of occurrence of abnormality is calculated by summing the scores from all deviations for each pair of vessels.
  • the inter-sensor water consumption ratio index calculation unit 101 has a plurality of inter-sensor water consumption ratios having periodicity obtained from pressure measurement values of a plurality of pressure measuring instruments belonging to any water distribution district. Each index is accumulated in the database 1003 as a past inter-sensor water consumption ratio index, and the abnormality diagnosis unit 1002 calculates the calculation result calculated by the inter-sensor water consumption ratio index calculation unit 101 based on the pressure measurement data 111 and the database. The abnormality determination value having periodicity obtained from the past inter-sensor water consumption ratio index accumulated in 1003 is compared, and the calculation result of the inter-sensor water consumption ratio index calculation unit 101 indicates periodicity. When deviating from the abnormality determination value, it can be diagnosed that an abnormality has occurred.
  • the occurrence of an abnormality is detected by detecting a significant deviation from the time series data indicated by past data stored in the database 1003. Even if the water consumption pattern of the water is very different (when the user's consumption pattern is not similar), the water consumption ratio indicator between the sensors obtained from the pressure measurement value of the pressure measuring instrument can be used It can be detected with high accuracy.
  • an abnormality detection device for a water supply network that uses data other than pressure measurement data when an administrator of the water supply network is provided will be described.
  • FIG. 11 is a configuration diagram illustrating a water facility network abnormality detection apparatus 1100 according to the third embodiment.
  • the description of the components having the same functions as those already described with reference to FIGS. 1 to 10 is omitted. .
  • the water facility network abnormality detection device 1100 of this embodiment includes an inter-sensor water consumption ratio index calculation unit 101, an abnormality diagnosis unit 1102, and a database 1003.
  • the anomaly detection apparatus 1100 for the water supply network receives the input data group 1111 and outputs the output data group 121.
  • the input data group 1111 includes, for example, meter data 421 including pressure measurement data, water facility network customer data 422, water facility network GIS data 423, water facility network operation data 424, and water facility network assets. Data 425 and external data 431 can be included.
  • the abnormality diagnosis unit 1102 of the present embodiment stores time series data of the inter-sensor water consumption ratio index output from the inter-sensor water consumption ratio index calculation unit 101 as the database 1003. Save to.
  • the abnormality diagnosis unit 1102 of this embodiment monitors the inter-sensor water consumption ratio index as in the case of the abnormality diagnosis unit 1002 of Example 2, and deviates from the time-series data indicated by past data stored in the database 1003. The occurrence of abnormality is detected by detecting.
  • a known technique such as machine learning can be used to detect deviation from time-series data indicated by past data.
  • the abnormality diagnosis unit 1102 of this embodiment uses the input data group 1111 provided by the water supply facility network administrator 402 at the same time to correct the diagnosis of the occurrence of abnormality.
  • the abnormality diagnosis unit 1102 of this embodiment Diagnose with such correction.
  • the inter-sensor water consumption ratio index for a certain combination of pressure measuring instruments deviates significantly from normal behavior.
  • the operation data 424 of the water supply network and the GIS data 421 of the water supply network are different from the normal (normal) pump near the pressure measuring instrument used for the inter-sensor water consumption ratio index.
  • the abnormality diagnosis unit 1102 of this embodiment determines that the deviation in the inter-sensor water consumption ratio index is due to the operation of the pump, and does not diagnose the occurrence of abnormality.
  • the abnormality diagnosis unit 1102 is a device installed in the water distribution area including the estimated occurrence location of the abnormality (the map information system data) 423 and the input GIS data (map information system data) 423 of the water supply network. If the pump is abnormal, correct the diagnosis of the occurrence of abnormality.
  • the abnormality diagnosis unit 1102 of this embodiment Diagnose with the following corrections.
  • the abnormality diagnosis unit 1102 of this embodiment assumes that the normal time series data estimated for the water consumption ratio index for the combination of the pressure measuring instruments is a constant value, and the significant value from the constant value is significant. Diagnose the occurrence of anomalies by observing any deviations.
  • the abnormality diagnosis unit 1102 calculates the calculation result of the inter-sensor water consumption ratio index calculation unit 101 based on the input customer data 422 of the water supply network and the GIS data (map information system data) 423 of the water supply network. Select the inter-sensor water consumption ratio index calculated from the pressure measurement value of the pressure measuring instrument belonging to a specific water distribution area (a plurality of sub-divisions separated by the pressure measuring instrument), and select the water consumption between the selected sensors. An abnormality determination value for diagnosing a pressure measuring instrument belonging to a specific water distribution area is generated from the quantity ratio index, and the presence or absence of abnormality in the specific water distribution area is diagnosed using the generated abnormality determination value.
  • the abnormality diagnosis unit 1102 of the present embodiment performs Similar to the abnormality diagnosis unit 1002 of Example 2, a function estimated from past data and other information using a known technique is used as estimated normal time series data, and a significant deviation from the estimated normal time series data is observed. Diagnose that an abnormality has occurred.
  • the abnormality diagnosis unit 1102 of the present embodiment Diagnose with the following corrections.
  • the asset data 425 of the water supply network includes information indicating that there was an accident or abnormality such as water leakage in a small area where the water supply network is located. Furthermore, it is assumed that the pressure measurement data at the time of the accident is provided from the administrator 402 of the water supply network. At this time, with respect to the inter-sensor water consumption ratio index associated with the small area where the accident and abnormality occurred, the abnormality diagnosis unit 1102 of the present embodiment performs the time series at the time of the accident simultaneously with the past time series data estimated to be normal. Data is used for diagnosis of occurrence of abnormality. A known technique such as supervised machine learning can be used for the diagnosis.
  • the abnormality diagnosis unit 1102 of the present embodiment performs the following diagnosis with correction.
  • the abnormality diagnosis unit 1102 of this embodiment generates estimated normal time series data that varies depending on the conditions indicated by the external data 431.
  • the abnormality diagnosis unit 1102 of this embodiment selects estimated normal time series data associated with a condition closest to the current condition from a plurality of estimated normal time series data stored in the database 1103, and whether there is any deviation from this By detecting this, the presence or absence of abnormality is diagnosed.
  • FIG. 12 is a block diagram of a mode in which the road facility network administrator 402 collects data related to the water facility network and manages the water facility network using the abnormality detection device 1100 of the water facility network. .
  • the administrator 401 of the water facility network abnormality detection apparatus receives the input data group 1111 from the input / output interface 1241 and outputs the output data group 121.
  • the input / output interface 1241 of the present embodiment transmits the input data group 1111 and receives the output data group 121 to the administrator 401 of the abnormality detection apparatus for the water supply network.
  • the diagnosis result obtained from the inter-sensor water consumption ratio index can be corrected using the input data. it can.
  • the present invention is not limited to the above-described embodiments, and includes various modifications.
  • the inter-sensor water consumption ratio index obtained from each pressure measuring instrument is not always constant and fluctuates, so the abnormality judgment value based on the fluctuating inter-sensor water consumption ratio index And using the generated abnormality determination value, it is possible to diagnose the occurrence of a new abnormality in the water supply network.
  • each of the above-described embodiments has been described in detail for easy understanding of the present invention, and is not necessarily limited to the one having all the configurations described.
  • each of the above-described configurations, functions, processing units, processing means, and the like may be realized by hardware by designing a part or all of them with, for example, an integrated circuit.
  • Each of the above-described configurations, functions, and the like may be realized by software by interpreting and executing a program that realizes each function by the processor.
  • Information such as programs, tables, and files that realize each function can be stored in a memory, a hard disk, a recording device such as an SSD (Solid State Drive), or a recording medium such as an IC card, an SD card, or a DVD.
  • control lines and information lines indicate what is considered necessary for the explanation, and not all the control lines and information lines on the product are necessarily shown. Actually, it may be considered that almost all the components are connected to each other.
  • 100 water facility network abnormality detection device 101 inter-sensor water consumption ratio index calculation part, 102 abnormality diagnosis part, 111 pressure measurement data, 122 consumption ratio transition report data, 123 abnormality report data, 321 to 328 pressure measuring instrument.

Abstract

An abnormality detection device for detecting the occurrence of an abnormality in a water facility network comprising one or more water distribution areas that each include a piping network and a plurality of pressure meters installed in the piping network, said abnormality detection device having an intersensor water consumption ratio index calculation unit for calculating, on the basis of the pressure measurement values of the plurality of pressure meters, an intersensor water consumption ratio index indicating the ratio between a first difference indicating the difference in the pressure measurement values of a pair of pressure meters from among the plurality of pressure meters and a second difference indicating the difference in the pressure measurement values of another pair of pressure meters and an abnormality determination unit for determining, on the basis of the calculation results of the intersensor water consumption ratio index calculation unit, whether there is an abnormality in a water distribution area in which one of the pressure meters is disposed.

Description

水道施設網の異常検知装置及び異常検知方法Water facility network abnormality detection device and abnormality detection method
 本発明は、水道施設網の異常検知装置及び異常検知方法に関する。 The present invention relates to an abnormality detection device and an abnormality detection method for a water supply facility network.
 本技術分野の背景技術として、US2011/0215945(特許文献1)がある。この公報には、「水を消費者に配送するための配管網と、水道施設網にわたって配管に位置決めされた複数のメーターとを含む水道施設網をモニタリングするためのコンピュータ化された方法。本方法は、配管を通じて分配されている水の流量、圧力、塩素レベル、pH、及び濁度のようなメーターによって計測されるパラメータを表すメーターデータを受け取る段階を含む。更に、本方法は、メーターに対して外部の供給源から水道施設網によってサービス提供される地域内の水の消費に影響を及ぼす気象及び休日のような条件を表す補助データを受け取る段階を含む。メーターデータ及び補助データは、統計的な技術を用いて解析され、漏れイベントと、配管を通じて流れる水の量及び質、並びに水道施設網の運用に関する他のイベントとが識別される。これらのイベントは、ユーザインタフェースを通じてユーザに報告される。」と記載されている(要約参照)。 There is US2011 / 0215945 (patent document 1) as background art in this technical field. This publication describes "a computerized method for monitoring a waterworks network comprising a piping network for delivering water to consumers and a plurality of meters positioned in the piping over the waterworks network. Receiving meter data representing parameters measured by the meter such as the flow rate, pressure, chlorine level, pH, and turbidity of the water being distributed through the piping. Receiving ancillary data representing conditions such as weather and holidays that affect the consumption of water in the area served by the water supply network from an external source. Events that are analyzed using sophisticated technologies and other events related to the quantity and quality of water flowing through the pipes and the operation of the water supply network There are identified. These events (see abstract), which is described as being reported. "To the user through the user interface.
US2011/0215945US2011 / 0215945
 特許文献1の水道施設網内のリソースをモニタリングするためのシステム及び方法は、水道施設網の管理者および外部の情報供給源から供給される複数種類のデータを活用して水道施設網内の異常の発生を検知する手法を提供するが、その使用に際して、複数種類のデータの準備を要求する。また、水道管網の管理者または外部の供給源から受け取ったデータを適切に活用するために水道分野における専門的知識に基づくチューニング作業を必要とする。これらの複数種類のデータおよび専門知識によるチューニング作業の片方又は双方について、装置導入先で十分な量と質を確保できない場合に、異常検知の精度が低下し、誤報の増大につながるという課題がある。 The system and method for monitoring resources in the water supply network of Patent Document 1 uses an abnormality in the water supply network by utilizing a plurality of types of data supplied from the administrator of the water supply network and an external information supply source. Although a method for detecting the occurrence of data is provided, it requires preparation of a plurality of types of data when used. In addition, in order to properly utilize the data received from the manager of the water pipe network or an external source, tuning work based on expertise in the water supply field is required. For one or both of these multiple types of data and tuning work with specialized knowledge, if sufficient quantity and quality cannot be ensured at the device installation destination, there is a problem that the accuracy of anomaly detection is reduced and false alarms increase. .
 そこで本発明では、水道施設網から得られた圧力計測値を用いて、水道施設網における異常の発生を検知することができる水道施設網の異常検知装置及び異常検知方法を提供する。 Therefore, the present invention provides an abnormality detection device and an abnormality detection method for a water supply facility network that can detect the occurrence of an abnormality in the water supply facility network using a pressure measurement value obtained from the water supply facility network.
 上記課題を解決するために、例えば請求の範囲に記載の構成を採用する。
 本願は上記課題を解決する手段を複数含んでいるが、その一例を挙げるならば、圧力計測器による圧力計測値を用いて、圧力計測器設置位置によって分けられる小地区ごとの水消費量に関連するセンサ間水消費量比指標を計算し、このセンサ間水消費量比指標を監視することにより配水管網における異常発生の検知と異常の位置推定を行うことを特徴とする。センサ間水消費量比指標は、複数の圧力計測器による計測値の差分および比を利用することを特徴とする。
In order to solve the above problems, for example, the configuration described in the claims is adopted.
The present application includes a plurality of means for solving the above-mentioned problems. For example, the pressure measurement value by the pressure gauge is used to relate to the water consumption for each small area divided by the position of the pressure gauge. An inter-sensor water consumption ratio index is calculated, and by detecting the inter-sensor water consumption ratio index, the occurrence of an abnormality in the distribution pipe network and the location of the abnormality are estimated. The inter-sensor water consumption ratio index uses a difference and a ratio of measurement values obtained by a plurality of pressure measuring instruments.
 本発明によれば、水道施設網から得られた圧力計測値を用いて、水道施設網における異常の発生を検知することができる。 According to the present invention, it is possible to detect the occurrence of abnormality in the water supply facility network using the pressure measurement value obtained from the water supply facility network.
 上記した以外の課題、構成及び効果は、以下の実施形態の説明により明らかにされる。 Issues, configurations, and effects other than those described above will be clarified by the following description of the embodiments.
水道施設網の異常検知装置の構成例を表す構成図である。It is a block diagram showing the structural example of the abnormality detection apparatus of a water supply network. 水道施設網の異常検知装置のハードウェア構成例を表す構成図である。It is a block diagram showing the hardware structural example of the abnormality detection apparatus of a water supply network. 水道施設網の異常検知装置が異常検知の対象とする水道施設網の構成例を表す構成図である。It is a block diagram showing the example of a structure of the water supply network which the abnormality detection apparatus of a water supply network makes the object of abnormality detection. 水道施設網の管理者が、異常検知装置を使用して、水道施設網の管理を行う形態例を表すブロック図である。It is a block diagram showing the example in which the administrator of a water supply network manages a water supply network using an abnormality detection apparatus. 水道施設網の異常検知装置の一部である、センサ間水消費量比指標計算部の出力例を表すデータ構成図である。It is a data block diagram showing the example of an output of the inter-sensor water consumption ratio index calculation part which is a part of abnormality detection apparatus of a water supply network. センサ間水消費量比指標の時系列プロットのグラフを示す特性図である。It is a characteristic figure which shows the graph of the time series plot of the water consumption ratio ratio between sensors. 水道施設網の異常検知装置の処理を説明するためのフローチャートである。It is a flowchart for demonstrating the process of the abnormality detection apparatus of a water supply network. 入出力インタフェースが水道施設網の管理者に表示する画面構成図である。It is a screen block diagram which an input / output interface displays to the administrator of a water supply network. 入出力インタフェースが水道施設網の管理者に表示する画面構成図である。It is a screen block diagram which an input / output interface displays to the administrator of a water supply network. 水道施設網の異常検知装置の第2実施例を示す構成図である。It is a block diagram which shows 2nd Example of the abnormality detection apparatus of a water supply network. 水道施設網の異常検知装置の第3実施例を示す構成図である。It is a block diagram which shows 3rd Example of the abnormality detection apparatus of a water supply network. 水道施設網の管理者が、第3実施例の異常検知装置を使用して、水道施設網の管理を行う形態例を表す構成図である。It is a block diagram showing the example which the administrator of a water supply network manages the water supply network using the abnormality detection apparatus of 3rd Example.
 以下、本発明の実施例を図面を用いて説明する。なお、実質同一部には同じ参照番号を振り、説明は繰り返さない。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. The same reference numerals are assigned to substantially the same parts, and the description will not be repeated.
 本実施例では、水道施設網の異常検知を行う異常検知装置100を説明する。図1は、本実施例の水道施設網の異常検知装置100の構成図である。図1において、本実施例の水道施設網の異常検知装置100は、圧力計測データ111を入力とし、出力データ群121を出力する。圧力計測データ111は、異常検知対象とする水道施設網にわたって配管に位置決めされた圧力計測器(圧力センサ)によって計測された時系列データであって、その詳細を図3の説明で後述する。また、圧力計測データ111が、水道施設網の異常検知装置100へ入力される方法および形態について、図4の説明で後述する。出力データ群121は、消費量比推移報告データ122と、異常報告データ123と、その他のデータ124と、を含むことができる。出力データ群121の詳細を図6の説明で後述する。 In this embodiment, an abnormality detection apparatus 100 that detects an abnormality in a water supply facility network will be described. FIG. 1 is a configuration diagram of an abnormality detection apparatus 100 for a water supply facility network according to this embodiment. In FIG. 1, the abnormality detection apparatus 100 for a water supply network according to the present embodiment receives pressure measurement data 111 and outputs an output data group 121. The pressure measurement data 111 is time-series data measured by a pressure measuring device (pressure sensor) positioned in a pipe over a water supply facility network to be detected as an abnormality, and details thereof will be described later with reference to FIG. Further, a method and a form in which the pressure measurement data 111 is input to the abnormality detection device 100 of the water supply facility network will be described later with reference to FIG. The output data group 121 can include consumption ratio transition report data 122, abnormality report data 123, and other data 124. Details of the output data group 121 will be described later with reference to FIG.
 水道施設網の異常検知装置100は、センサ間水消費量比指標計算部101と、異常診断部102からなる。センサ間水消費量比指標計算部101は、圧力計測データ111を入力として、センサ間水消費量比指標を計算し、計算結果から消費量比推移報告データ122を生成し、生成した消費量比推移報告データ122を出力する。この消費量比推移報告データ122は異常診断部102の入力となる。センサ間水消費量比指標計算部101の動作詳細について、図5の説明で後述する。異常診断部102は、センサ間水消費量比指標計算部101から受け取る消費量比推移報告データ122を入力として、水道施設網の異常の有無を診断し、診断結果として異常報告データ123と、その他のデータ124とを出力する。異常診断部102の動作詳細について、図6の説明で後述する。 The abnormality detection device 100 of the water supply network includes an inter-sensor water consumption ratio index calculation unit 101 and an abnormality diagnosis unit 102. The inter-sensor water consumption ratio index calculation unit 101 receives the pressure measurement data 111, calculates an inter-sensor water consumption ratio index, generates consumption ratio transition report data 122 from the calculation result, and generates the generated consumption ratio. The transition report data 122 is output. The consumption ratio transition report data 122 is input to the abnormality diagnosis unit 102. Details of the operation of the inter-sensor water consumption ratio index calculation unit 101 will be described later with reference to FIG. The abnormality diagnosis unit 102 receives the consumption ratio transition report data 122 received from the inter-sensor water consumption ratio index calculation unit 101, diagnoses the presence or absence of an abnormality in the water supply network, and reports the abnormality report data 123 as the diagnosis result. Data 124 is output. Details of the operation of the abnormality diagnosis unit 102 will be described later with reference to FIG.
 図2は、本実施例の異常検知装置100のハードウェアブロック図である。図2において、水道施設網の異常検知装置100は、CPU(Central Processing Unit)201と、メモリ202と、メディア入出力部203と、入力部205と、通信制御部204と、表示部206と、周辺機器インタフェース207と、バス210とから構成されている。 FIG. 2 is a hardware block diagram of the abnormality detection apparatus 100 of the present embodiment. In FIG. 2, an abnormality detection apparatus 100 for a water supply facility network includes a CPU (Central Processing Unit) 201, a memory 202, a media input / output unit 203, an input unit 205, a communication control unit 204, a display unit 206, A peripheral device interface 207 and a bus 210 are included.
 CPU201は、メモリ202上のプログラムを実行する。メモリ202は、プログラム、テーブル等を一時記憶する。メディア入出力部203は、プログラム、テーブル等を保持する。入力部205は、キーボード、マウス等である。通信制御部204は、ネットワーク220と接続されている。表示部206は、各種情報を表示するディスプレイである。周辺機器インタフェース207は、プリンタ等のインタフェースである。バス210は、CPU201、メモリ202、メディア入出力部203、入力部205、通信制御部204、表示部206、周辺機器インタフェース207を相互接続する。 CPU 201 executes a program on memory 202. The memory 202 temporarily stores programs, tables, and the like. The media input / output unit 203 holds programs, tables, and the like. The input unit 205 is a keyboard, a mouse, or the like. The communication control unit 204 is connected to the network 220. The display unit 206 is a display that displays various types of information. The peripheral device interface 207 is an interface such as a printer. The bus 210 interconnects the CPU 201, the memory 202, the media input / output unit 203, the input unit 205, the communication control unit 204, the display unit 206, and the peripheral device interface 207.
 図1と図2との対比から明らかなように、図1の水道施設網の異常検知装置100は、CPU201がプログラムを実行することで実現している。 As is clear from the comparison between FIG. 1 and FIG. 2, the abnormality detection apparatus 100 for the water supply network in FIG. 1 is realized by the CPU 201 executing the program.
 図3は、水道施設網の異常検知装置100が異常検知対象とする水道施設網の構成図である。図3には、水道施設網へ水を供給する配水池301と、水道施設網の配水地区331ないし332と、実線により該水道施設網における配水管網とが図示されている。配水管網には、流量計測器311ないし314が設置され、配水地区331には、圧力計測器321ないし324が設置され、配水地区332には、圧力計測器325ないし328が設置されている。 FIG. 3 is a configuration diagram of a water supply facility network that is detected by the abnormality detection device 100 of the water supply facility network. FIG. 3 shows a distribution reservoir 301 for supplying water to the water supply network, water distribution areas 331 to 332 of the water supply network, and a water distribution pipe network in the water supply network by a solid line. In the distribution pipe network, flow rate measuring devices 311 to 314 are installed, in the distribution district 331, pressure measuring devices 321 to 324 are installed, and in the distribution district 332, pressure measuring devices 325 to 328 are installed.
 本実施例の水道施設網の異常検知装置100が異常検知対象とする水道施設網は、少なくとも一つ以上の配水地区が該配水地区内に3つ以上の圧力計測器を有する。 In the water supply facility network targeted by the abnormality detection device 100 of the water supply facility network of this embodiment, at least one water distribution area has three or more pressure measuring instruments in the water distribution area.
 流量計測器311ないし314は、流量計測器が位置決めされた配管を流れる水の流量又は流速を計測する。圧力計測器321ないし328は、各圧力計測器が位置決めされた配管を流れる水の圧力又は水頭を計測する。 The flow rate measuring devices 311 to 314 measure the flow rate or flow velocity of the water flowing through the pipe where the flow rate measuring device is positioned. The pressure measuring devices 321 to 328 measure the pressure or head of water flowing through the pipe where each pressure measuring device is positioned.
 流量計測器311ないし314、及び圧力計測器321ないし328は、例えば、一定の時間間隔ごとに計測を行う。流量計測器311ないし314、または、圧力計測器321ないし328が計測を行うごとに、計測値は、例えば、水道施設網の監督制御及びデータ取得システムを通じて逐次的に水道施設網の管理者に送られる。水道施設網の監督制御及びデータ取得システムは、受け取った計測値を時系列順に時系列データとして整理し、記録する。圧力計測器321ないし328によって計測され、水道施設網の監督制御及びデータ取得システムによって時系列順に記録された時系列データを、圧力計測データ111と呼ぶ。水道施設網の監督制御及びデータ取得システムの詳細について、図4の説明で後述する。 The flow rate measuring devices 311 to 314 and the pressure measuring devices 321 to 328 measure, for example, at regular time intervals. Each time the flow rate measuring devices 311 to 314 or the pressure measuring devices 321 to 328 perform measurement, the measured values are sequentially sent to the water facility network administrator through supervisory control and data acquisition system of the water facility network, for example. It is done. The supervisory control and data acquisition system of the water supply network organizes and records the received measurement values as time series data in time series. The time series data measured by the pressure measuring instruments 321 to 328 and recorded in time series order by the supervisory control and data acquisition system of the water supply network is referred to as pressure measurement data 111. Details of the supervisory control of the water supply network and the data acquisition system will be described later with reference to FIG.
 図4は、水道施設網の管理者402が、水道施設網に関連するデータを収集し、水道施設網の異常検知装置100を利用して、水道施設網の管理を行う形態のブロック図である。 FIG. 4 is a block diagram of a form in which the water facility network administrator 402 collects data related to the water facility network and manages the water facility network using the abnormality detection device 100 of the water facility network. .
 図4において、水道施設網の管理者402は、圧力計測データを含むメーターデータ421と、水道施設網の顧客データ422と、水道施設網のGIS(Geographical Information System)データ423と、水道施設網の運用データ424と、水道施設網のアセットデータ425と、を管理する。水道施設網の管理者402は、水道施設網管理空間451で前記データ421ないし425を管理する。 In FIG. 4, a water facility network administrator 402 includes meter data 421 including pressure measurement data, water facility customer data 422, water facility network GIS (Geographical Information System) data 423, and water facility network data. The operation data 424 and the asset data 425 of the water supply facility network are managed. A water supply facility network administrator 402 manages the data 421 to 425 in a water supply facility network management space 451.
 圧力計測データを含むメーターデータ421は、水道施設網中に配置される複数の計測器(例えば、流量計測器311ないし314、および圧力計測器321ないし328)によって計測される計測値を時系列順に記した時系列データである。圧力計測データを含むメーターデータ421は、その一部または全部に圧力計測データ111を含む。 Meter data 421 including pressure measurement data is obtained by measuring measured values measured by a plurality of measuring instruments (for example, flow measuring instruments 311 to 314 and pressure measuring instruments 321 to 328) arranged in the water supply network in time series. It is the time series data described. Meter data 421 including pressure measurement data includes pressure measurement data 111 in part or in whole.
 水道施設網の監督制御及びデータ取得システム411は、水道施設網内に設置される計測器から新たな計測時刻の計測値を受け取るたびごとに、受け取った新たな計測時刻の計測値を、圧力計測データを含むメーターデータ421に時系列順に追加して、更新する。水道施設網の監督制御及びデータ取得システム411は、圧力計測データを含むメーターデータ421を、水道施設網の管理者402に逐次的に送信する。 Each time the supervisory control and data acquisition system 411 of the water supply network receives a measurement value at a new measurement time from a measuring instrument installed in the water supply network, the measurement value at the new measurement time is received by pressure measurement. The meter data 421 including data is added and updated in chronological order. The supervisory control and data acquisition system 411 of the water supply network sequentially transmits the meter data 421 including the pressure measurement data to the administrator 402 of the water supply network.
 水道施設網の顧客データ422は、水道施設網の顧客に関する情報である。例えば、水道施設網の顧客の人数や分布、過去の水消費量と支払金額情報を含むことができる。 The water facility network customer data 422 is information about customers of the water facility network. For example, the number and distribution of customers of the water supply network, past water consumption and payment information can be included.
 水道施設網のGISデータ423は、水道施設網における配管や計測機器、及び設備機器の位置情報及び構造情報である。例えば、水道施設網の有する配管の地理的位置情報や、配管網のレイアウトや、流量計測機器及び圧力計測機器の設置位置情報や、配水ポンプ及び配水池の設置位置情報を含むことができる。 The GIS data 423 of the water supply facility network is position information and structure information of piping, measuring equipment, and equipment in the water supply facility network. For example, it is possible to include geographical position information of piping included in the water supply facility network, layout of the piping network, installation position information of flow rate measurement devices and pressure measurement devices, and installation position information of water distribution pumps and reservoirs.
 水道施設網の運用データ424は、水道施設網を運用するための機器の操作及び状態情報である。例えば、水道施設網の管路を流れる水量に影響を及ぼす弁の開閉や、ポンプの稼働状況を表す情報を含むことができる。 The operation data 424 of the water supply network is equipment operation and status information for operating the water supply network. For example, information indicating the opening / closing of a valve that affects the amount of water flowing through a pipe of a water supply facility network or the operating status of a pump can be included.
 水道施設網のアセットデータ425は、水道施設網を構成する要素及び機器のアセット情報と、水道施設網の周辺環境についての物理的または化学的情報である。例えば、水道施設網の有する配管の素材及び年齢や、配管及びその他の機器の修復履歴及び事故履歴を表す情報を含むことができる。また、水道施設網に設置される配管の周辺の土壌の化学的性質の情報や、水道施設網内部に存在する建築物の物理的情報を含むことができる。 The asset data 425 of the water supply facility network is physical or chemical information about asset information of elements and devices constituting the water supply facility network and the surrounding environment of the water supply facility network. For example, information indicating the material and age of pipes in the water supply network, the repair history and accident history of pipes and other equipment can be included. Moreover, the information on the chemical properties of the soil around the pipes installed in the water supply facility network and the physical information on the buildings existing inside the water supply facility network can be included.
 水道施設網管理空間451は、水道施設網の管理者402が、水道施設網の管理のために用いることのできる物理的空間およびリソース空間(例えば、水道施設網の管理者402が所有する建築物や、設備機器や、計算機や、電子記憶媒体や、紙等の記録媒体を含む)である。 The water facility network management space 451 is a physical space and resource space (for example, a building owned by the water facility network administrator 402) that can be used by the water facility network administrator 402 to manage the water facility network. And equipment devices, computers, electronic storage media, and recording media such as paper).
 水道施設網の管理者402は、水道施設網の管理者と必ずしも同一でない個人又は組織から、外部データ431を受け取ることがある。外部データ431は、水道施設網の管理者402が、水道施設網の管理のために取得するデータであり、例えば、水道施設網の水の消費量に影響を及ぼす天候や気象情報やイベント情報を含むことができる。 A water supply facility network administrator 402 may receive external data 431 from an individual or organization that is not necessarily the same as the water facility network administrator. The external data 431 is data that the water supply facility network administrator 402 acquires for managing the water supply facility network. For example, weather, weather information, and event information that affects water consumption of the water supply facility network are stored. Can be included.
 水道施設網の管理者402は、これらのデータ421ないし425、及び431を管理し、圧力計測データ111を入出力インタフェース441を介して水道施設網の異常検知装置100へと送信する。水道施設網の管理者402は、水道施設網の異常検知装置100から、入出力インタフェース441を介して出力データ群121を受信する。水道施設網の管理者402は、水道施設網の異常検知装置100から受け取った出力データ群121と、水道施設網の管理者402が管理するデータ421ないし425、及び431とを水道施設網の管理に利用する。 The water supply facility network administrator 402 manages these data 421 to 425 and 431 and transmits the pressure measurement data 111 to the abnormality detection apparatus 100 of the water supply facility network via the input / output interface 441. The water supply facility network administrator 402 receives the output data group 121 from the water facility network abnormality detection apparatus 100 via the input / output interface 441. The administrator 402 of the water supply network manages the output data group 121 received from the abnormality detection apparatus 100 of the water supply network and the data 421 to 425 and 431 managed by the administrator 402 of the water supply network. To use.
 入出力インタフェース441は、水道施設網の管理者402が、圧力計測データ111を送信し、出力データ群121を受信するためのインタフェースである。入出力インタフェース441の詳細を、図8の説明で後述する。 The input / output interface 441 is an interface for the administrator 402 of the water supply network to transmit the pressure measurement data 111 and receive the output data group 121. Details of the input / output interface 441 will be described later with reference to FIG.
 水道施設網の異常検知装置100は、異常検知装置の管理者401によって、異常検知サービス管理空間452で管理される。異常検知サービス管理空間452は、異常検知装置の管理者401が、異常検知サービスの管理のために用いることのできる物理的空間およびリソース空間(例えば、異常検知装置100の管理者401が所有する建築物や、設備機器や、計算機や、電子記憶媒体や、紙等の記録媒体を含む)である。異常検知サービス管理空間452の一部または全部が、水道施設網管理空間451と一致することがある。 The abnormality detection device 100 of the water supply facility network is managed in the abnormality detection service management space 452 by the administrator 401 of the abnormality detection device. The anomaly detection service management space 452 is a physical space and resource space that can be used by the anomaly detection device administrator 401 for managing the anomaly detection service (for example, a building owned by the anomaly detection device 100 administrator 401). Objects, equipment, computers, electronic storage media, and recording media such as paper). Part or all of the abnormality detection service management space 452 may coincide with the water supply network management space 451.
 図5は、消費量比推移報告データ122の例を表すデータ構成図である。図5を参照して、センサ間水消費量比指標計算部101の動作詳細を説明する。 FIG. 5 is a data configuration diagram showing an example of the consumption ratio transition report data 122. The operation details of the inter-sensor water consumption ratio index calculation unit 101 will be described with reference to FIG.
 センサ間水消費量比指標計算部101は、圧力計測データ111から、センサ間水消費量比指標を計測時間ごとに計算する。ある計測時刻tにおけるセンサ間水消費量比指標は、具体的には、例えば、同一配水地区内に圧力計測器が4つ以上設置されている場合、同一配水地区内に設置された4つの異なる圧力計測器の計測時刻tにおける圧力計測値に対して、下記の式の値を計算することで得られる。
Figure JPOXMLDOC01-appb-M000001
 ここで、
 S1~S4:圧力計測器(圧力計測器321ないし324、及び325ないし328の中の4つの圧力計測器に相当する圧力計測器)
 H1~H4:S1ないしS4によって計測される水頭[m]
 である。
The inter-sensor water consumption ratio index calculation unit 101 calculates an inter-sensor water consumption ratio index from the pressure measurement data 111 for each measurement time. More specifically, the inter-sensor water consumption ratio index at a certain measurement time t is, for example, when four or more pressure measuring instruments are installed in the same water distribution area, four different ones installed in the same water distribution area. It can be obtained by calculating the value of the following equation with respect to the pressure measurement value at the measurement time t of the pressure measuring instrument.
Figure JPOXMLDOC01-appb-M000001
here,
S1 to S4: Pressure measuring devices (pressure measuring devices corresponding to four pressure measuring devices among the pressure measuring devices 321 to 324 and 325 to 328)
H1 to H4: head measured by S1 to S4 [m]
It is.
 圧力計測器によって計測時刻tの圧力計測値が存在しない場合には、例えば、当該圧力計測器における計測時刻tに最も近い計測時刻の圧力計測値を利用する。 When there is no pressure measurement value at the measurement time t by the pressure measurement device, for example, the pressure measurement value at the measurement time closest to the measurement time t in the pressure measurement device is used.
 同一配水地区内に圧力計測器が4つ以上存在する場合、センサ間水消費量比指標計算部101は、全ての可能な圧力計測器の選び方について(1)式を計算する。 When there are four or more pressure measuring devices in the same water distribution area, the inter-sensor water consumption ratio index calculation unit 101 calculates the formula (1) for selecting all possible pressure measuring devices.
 さらに、同一配水地区内に圧力計測器が3つ以上設置されている場合、同一配水地区内に設置されている3つの異なる圧力計測器による、計測時刻tにおける計測値に対して、センサ間水消費量比指標計算部101は、例えば、下記の式の値を計算する。
Figure JPOXMLDOC01-appb-M000002
 圧力計測器によって計測時刻tの圧力計測値が存在しない場合には、当該圧力計測器における計測時刻tに最も近い計測時刻の圧力計測値を利用する。
Furthermore, when three or more pressure measuring instruments are installed in the same water distribution area, the inter-sensor water is measured with respect to the measurement value at the measurement time t by three different pressure measuring instruments installed in the same water distribution area. The consumption ratio index calculation unit 101 calculates a value of the following formula, for example.
Figure JPOXMLDOC01-appb-M000002
When the pressure measurement value does not exist at the measurement time t, the pressure measurement value at the measurement time closest to the measurement time t in the pressure measurement device is used.
 同一配水地区内に圧力計測器が3つ以上存在する場合、センサ間水消費量比指標計算部101は、全ての可能な圧力計測器の選び方について(2)式を計算する。 When there are three or more pressure measuring devices in the same water distribution area, the inter-sensor water consumption ratio index calculation unit 101 calculates Equation (2) for all possible pressure measuring device selection methods.
 センサ間水消費量比指標計算部101は、全ての可能な圧力計測器の組み合わせと全ての計測時刻に対して(1)及び(2)を計算し、全ての計算結果から消費量比推移報告データ122を生成して出力する。消費量推移報告データ122は、例えば、図5に示すような、行列構造のデータとして出力する。 The inter-sensor water consumption ratio index calculation unit 101 calculates (1) and (2) for all possible pressure measuring instrument combinations and all measurement times, and reports the consumption ratio transition from all the calculation results. Data 122 is generated and output. The consumption amount transition report data 122 is output as data having a matrix structure as shown in FIG. 5, for example.
 図5には、計測時刻列501と、各圧力計測器の組み合わせに対するセンサ間水消費量比指標の計算結果列502及び503などと、が図示されている。センサ間水消費量比指標の計算結果列502や503などのセンサ間水消費量比指標の計算結果列において、同じ列のデータには、同じ組み合わせの圧力計測器に対するセンサ間水消費量指標計算結果を格納する。また同じ行のデータには、同一計測時刻に対する各組み合わせの圧力計測器に対するセンサ間水消費量指標計算結果を格納する。ここで、計測時刻列501の計測時刻は、当該行の他列の数値で表されるセンサ間水消費量比指標の計算に用いた圧力計測値に対する代表的な計測時刻(例えば、最も多い計測時刻や、用いた全ての圧力計測器の計測時刻の平均など)を格納する。 FIG. 5 shows a measurement time column 501 and calculation result columns 502 and 503 of the inter-sensor water consumption ratio index for each combination of pressure measuring instruments. In the calculation result column of the inter-sensor water consumption ratio index such as the calculation result column 502 or 503 of the inter-sensor water consumption ratio index, the data in the same column includes the inter-sensor water consumption index calculation for the same combination of pressure measuring instruments. Store the result. The data in the same row stores the inter-sensor water consumption index calculation result for each combination of pressure measuring devices for the same measurement time. Here, the measurement time in the measurement time column 501 is a representative measurement time for the pressure measurement value used for calculating the inter-sensor water consumption ratio index represented by the numerical value in the other column of the row (for example, the most measurement time). The time and the average of the measurement times of all the pressure measuring instruments used).
 センサ間水消費量比指標計算部101は、センサ間水消費量比指標を含む消費量比推移報告データ122を異常診断部102へ送信すると共に、消費量比推移報告データ122を含む出力データ群121を入出力インタフェース441へ送信する。 The inter-sensor water consumption ratio index calculation unit 101 transmits the consumption ratio transition report data 122 including the inter-sensor water consumption ratio index to the abnormality diagnosis unit 102 and the output data group including the consumption ratio transition report data 122 121 is transmitted to the input / output interface 441.
 図6は、ある圧力計測器の組み合わせ(S1,S2,S3)に対して計算されたセンサ間水消費量比指標の時系列プロットのグラフを示す特性図である。ここで、S1ないしS3はある同一の配水地区内に設置された3つの異なる圧力計測器を表す。図6において、グラフの横軸が計測時刻を表し、縦軸が水消費量比指標を表す。 FIG. 6 is a characteristic diagram showing a graph of a time-series plot of the inter-sensor water consumption ratio index calculated for a certain combination of pressure measuring instruments (S1, S2, S3). Here, S1 thru | or S3 represent the three different pressure measuring instruments installed in the same water distribution area. In FIG. 6, the horizontal axis of the graph represents the measurement time, and the vertical axis represents the water consumption ratio index.
 図6を参照して、異常診断部102の動作詳細を説明する。図6において、異常診断部102は、センサ間水消費量比指標計算部101から、消費量比推移報告データ122を受信する。本実施例の異常診断部102は、消費量比推移報告データ122が表すセンサ間水消費量比指標の時系列データに、一定値からの統計的に大きな逸脱を見つけることによって、センサ間水消費量比指標の計算に、その圧力計測値が用いられた圧力計測器が存在する配水地区に異常の発生ありと診断する。 Details of the operation of the abnormality diagnosis unit 102 will be described with reference to FIG. In FIG. 6, the abnormality diagnosis unit 102 receives consumption ratio transition report data 122 from the inter-sensor water consumption ratio index calculation unit 101. The abnormality diagnosis unit 102 according to the present embodiment finds a statistically large deviation from a certain value in the time series data of the inter-sensor water consumption ratio index represented by the consumption ratio transition report data 122, thereby detecting the inter-sensor water consumption. Diagnose the occurrence of an abnormality in the water distribution area where the pressure measuring instrument using the pressure measurement value is used to calculate the quantity ratio index.
 例えば、図6において、センサ間水消費量比指標601をI(S1,S2,S3)とした場合、センサ間水消費量比指標601は、時刻602までほぼ一定値をとっている。時刻602以降、センサ間水消費量比指標601が該一定値から大きく逸脱したため、異常診断部102は、圧力計測器S1及びS2及びS3が設置されている配水地区に異常が発生したと判定する。 For example, in FIG. 6, when the inter-sensor water consumption ratio index 601 is set to I (S1, S2, S3), the inter-sensor water consumption ratio index 601 takes a substantially constant value until time 602. Since the time 602, the inter-sensor water consumption ratio index 601 deviates greatly from the fixed value, so the abnormality diagnosis unit 102 determines that an abnormality has occurred in the water distribution area where the pressure measuring instruments S1, S2, and S3 are installed. .
 統計的に有意な逸脱であるかどうかの判定には、公知の技術を用いることができる。例えば、過去の同じ組み合わせの圧力計測器に対するセンサ間水消費量比指標の時系列データの逸脱の大きさから、適切な閾値(異常判定値)を設定し、閾値を超えた逸脱を観測した際に、統計的に有意な逸脱であると判断する。また、例えば、閾値を超える逸脱が起こる頻度が多い場合や、閾値から超えた値をとる持続時間が長い場合に、統計的に有意な逸脱であると判断する。 A known technique can be used to determine whether the deviation is statistically significant. For example, when an appropriate threshold value (abnormality judgment value) is set from the magnitude of the deviation of the time series data of the inter-sensor water consumption ratio index for the same combination of pressure measuring instruments in the past, and the deviation exceeding the threshold is observed In addition, it is judged that the deviation is statistically significant. Further, for example, when there is a high frequency of departure exceeding the threshold, or when the duration that takes a value exceeding the threshold is long, it is determined that the departure is statistically significant.
 異常診断部102の異常発生の有無判定と、センサ間水消費量比指標について、補足する。 Supplementary information about the presence / absence determination of abnormality in the abnormality diagnosis unit 102 and the inter-sensor water consumption ratio index.
 (1)式、(2)式で表されるセンサ間水消費量比指標は、ポンプ等の配水地区の特定の管路の水圧を増加させる機器が当該配水地区内で稼働せず、また配水地区における各地点での水の消費量が時刻に対する関数として相似である等の適切な仮定を満たす場合に、配水地区内に漏水が存在しないならば、理論的に一定値となることを示すことができる。漏水等の異常が起きた場合には、(1)式、(2)式で表されるセンサ間水消費量比指標は、一般には一定値にならない。本実施例の異常検知装置100の異常診断部102は、配水管網における上記の水理学特性を用いて、(1)式、(2)式で表される指標が一定値からの逸脱を監視することで、指標計算に用いた圧力計測器付近での異常の発生を検知する。 The inter-sensor water consumption ratio index expressed by equations (1) and (2) indicates that the equipment that increases the water pressure in a specific pipeline in the distribution area, such as a pump, does not operate in the distribution area. Show that if water consumption at each point in the district meets appropriate assumptions such as similarity as a function of time, and if there is no leakage in the distribution district, it will be a theoretically constant value. Can do. When an abnormality such as water leakage occurs, the inter-sensor water consumption ratio index represented by equations (1) and (2) generally does not become a constant value. The abnormality diagnosis unit 102 of the abnormality detection apparatus 100 of the present embodiment uses the hydraulic characteristics in the distribution pipe network to monitor deviations of the indices represented by the expressions (1) and (2) from a certain value. By doing so, the occurrence of an abnormality near the pressure measuring instrument used for the index calculation is detected.
 本実施例の水道施設網の異常検知装置100において用いられるセンサ間水消費量比指標(例えば、(1)式、(2)式)は、複数の圧力計測器による圧力計測値の差および比を利用することを特徴とする。同じ配水地区内に位置決めされた2つの圧力計測器による圧力計測値の差分は、該2圧力計測器を結ぶ管路と、該管路を流れる流量によって定まる。したがって、複数の圧力計測値の差分をとることで、各配水地区において該圧力計測器によって区切られる地区を流れる水量に関する局所的情報を得ることができる。また、該差分の比をとることで、各配水地区において該圧力計測器によって区切られる地区で流れる水量に共通して影響する変動を自動的に相殺することができる。 The inter-sensor water consumption ratio index (for example, the formula (1), the formula (2)) used in the abnormality detection apparatus 100 for the water supply facility network of the present embodiment is the difference and ratio of the pressure measurement values by a plurality of pressure measuring instruments. It is characterized by using. The difference between the pressure measurement values of the two pressure measuring instruments positioned in the same water distribution area is determined by the pipe connecting the two pressure measuring instruments and the flow rate flowing through the pipe. Therefore, the local information regarding the amount of water flowing through the area divided by the pressure measuring instrument in each water distribution area can be obtained by taking the difference between the plurality of pressure measurement values. Further, by taking the ratio of the differences, it is possible to automatically cancel out fluctuations that commonly affect the amount of water flowing in the areas divided by the pressure measuring instrument in each water distribution area.
 センサ間水消費量比指標は、(1)式、(2)式の実現例に限るものではない。例えば、(1)式、(2)式の右辺の値の任意の関数としてもよい。容易に示せるように、(1)式、(2)式の右辺の値の任意の関数をセンサ間水消費量比指標としても、(1)式、(2)式で与えられるセンサ間水消費量比指標が一定値となるときに、関数は一定となる。また、水道施設網で異常が発生し、(1)式、(2)式で与えられるセンサ間水消費量比指標が一定値から逸脱するとき、(1)式、(2)式の右辺の値の任意の関数をセンサ間水消費量比指標も一定値から逸脱する。また、例えば、(1)式、(2)式の分母および分子の差分を用いた1次式を指標としてもよい。容易に示すことが出来るように、(1)式、(2)式のセンサ間水消費量比指標が一定値となるとき、適切に係数を調整すれば、(1)式、(2)式の分母および分子の差分を用いた1次式も一定値となる。 The inter-sensor water consumption ratio index is not limited to the implementation example of Equation (1) and Equation (2). For example, any function of the value on the right side of the equations (1) and (2) may be used. As can be easily shown, even if an arbitrary function of the values on the right side of the expressions (1) and (2) is used as the inter-sensor water consumption ratio index, the inter-sensor water consumption given by the expressions (1) and (2) When the quantity ratio index becomes a constant value, the function becomes constant. In addition, when an abnormality occurs in the water supply network and the inter-sensor water consumption ratio index given by equations (1) and (2) deviates from a certain value, the right side of equations (1) and (2) The inter-sensor water consumption ratio indicator also deviates from a certain value as an arbitrary function of the value. Further, for example, a linear expression using a denominator and a numerator difference of the expressions (1) and (2) may be used as an index. As can be easily shown, when the inter-sensor water consumption ratio index in equations (1) and (2) is a constant value, if the coefficient is adjusted appropriately, equations (1) and (2) The linear expression using the difference between the denominator and the numerator is also a constant value.
 さらに、本実施例の異常診断部102は、異常の発生を検知した場合に、その発生位置を消費量比推移報告データ122に基づき推定する。具体的には、例えば、消費量比推移報告データ122において統計的に有意に逸脱しているセンサ間水消費量比指標を、逸脱の度合いが大きい順に列挙する。 Furthermore, when the abnormality diagnosis unit 102 of this embodiment detects the occurrence of an abnormality, the abnormality diagnosis unit 102 estimates the occurrence position based on the consumption ratio transition report data 122. Specifically, for example, the inter-sensor water consumption ratio indicators that deviate statistically significantly in the consumption ratio transition report data 122 are listed in descending order of the degree of deviation.
 ここで、逸脱の度合いの評価には、公知の技術を用いることができる。例えば、センサ間水消費量比指標の時系列データにおける過去数時間または数日の偏差と、判定した異常発生後の数分ないし数時間のセンサ間水消費量比指標の時系列データの偏差との比の大きい順に列挙する。または、例えば、センサ間水消費量比指標ごとに閾値(異常判定値)を設定し、閾値から指標計算値が逸脱した単位時間あたりの回数の多い順に列挙する。または、例えば、閾値から指標計算値が継続して逸脱した時間の長い順に列挙する。または、例えば、上記の偏差比の大きさ、単位時間あたりの逸脱回数、継続して逸脱した時間の長さを適切な重みをつけて総合的に評価する。 Here, a known technique can be used for evaluating the degree of deviation. For example, the deviation in the past several hours or days in the time-series data of the inter-sensor water consumption ratio index, and the deviation of the time-series data of the inter-sensor water consumption ratio index in the minutes or hours after the occurrence of the determined abnormality Listed in descending order of ratio. Alternatively, for example, threshold values (abnormality determination values) are set for each inter-sensor water consumption ratio index, and are listed in descending order of the number of times per unit time that the index calculation value deviates from the threshold value. Alternatively, for example, the index calculation values are listed in the order of long time when the index calculation value deviates continuously from the threshold value. Alternatively, for example, the magnitude of the above-described deviation ratio, the number of deviations per unit time, and the length of time for which the deviation has continued are comprehensively evaluated with appropriate weights.
 逸脱の度合いの大きい順に列挙されたセンサ間水消費量比指標の時系列データにおいて、逸脱の度合いの大きいセンサ間水消費量比指標に差分が含まれる圧力計測器のペア(例えば、(1)式で与えられるセンサ間水消費量比指標であれば(S1,S2)および(S3,S4))に大きなポイントを与え、逸脱の度合いの小さいセンサ間水消費量比指標に差分が含まれる圧力計測器のペアに小さいポイントを与える。統計的に有意な逸脱ありと診断された全てのセンサ間水消費量比指標に対して、当該センサ間水消費量比指標に差分が含まれる圧力計測器のペアに個別にポイントを与える。圧力計測器のペアごとに全てのポイントを合計する。 In the time-series data of the inter-sensor water consumption ratio index listed in descending order of the degree of deviation, a pair of pressure measuring instruments whose difference is included in the inter-sensor water consumption ratio index having a large degree of deviation (for example, (1) If the inter-sensor water consumption ratio index given by the equation is given, a large point is given to (S1, S2) and (S3, S4)), and the pressure that includes the difference in the inter-sensor water consumption ratio index with a small degree of deviation Give a small point to a pair of instruments. For all the inter-sensor water consumption ratio indicators diagnosed as having a statistically significant deviation, points are individually given to pairs of pressure measuring instruments whose differences are included in the inter-sensor water consumption ratio indicators. Sum all points for each pair of pressure gauges.
 本実施例の異常診断部102は、最も多くのポイントを獲得した圧力計測器のペアが示す配水地区、例えば(S1,S2)ならば圧力計測器S1およびS2を連結する管路付近、が異常発生位置の最有力候補であると診断する。 The abnormality diagnosing unit 102 of the present embodiment is abnormal in the water distribution area indicated by the pair of pressure measuring instruments that has acquired the most points, for example, in the vicinity of the pipe connecting the pressure measuring instruments S1 and S2 if (S1, S2). Diagnose it as the most probable candidate for the location.
 異常診断部102は、異常報告データ123と、その他のデータ125とを、出力データ群121の一部として、入出力インタフェース441へ出力する。 The abnormality diagnosis unit 102 outputs the abnormality report data 123 and other data 125 to the input / output interface 441 as a part of the output data group 121.
 異常報告データ123は、異常診断部102による異常発生の有無判定結果と、異常発生と判定される場合には、推定異常位置情報とを含む。推定異常位置は、例えば、「圧力計測器S1およびS2を連結する管路付近」のように、配水地区に配置された圧力計測器を基準として、圧力計測器によって区切られる小地区を指定する。異常報告データ123は、推定異常位置として、1つ、または複数の小地区の候補を獲得したポイントが高い順に含むことができる。 The abnormality report data 123 includes an abnormality occurrence determination result by the abnormality diagnosis unit 102, and estimated abnormality position information when it is determined that an abnormality has occurred. For example, the estimated abnormal position designates a sub-division divided by the pressure measuring instrument with reference to the pressure measuring instrument arranged in the water distribution area, such as “near the pipe connecting the pressure measuring instruments S1 and S2.” The abnormality report data 123 can be included in the descending order of the points at which one or a plurality of small district candidates are acquired as estimated abnormal positions.
 出力データ群121は、その他のデータ124を含むことができる。その他のデータ124は、異常報告データ123の情報を異なる形式に変換したものを含むことができる。すなわち、その他のデータ124は、水道施設網の管理者402が利用するさまざまな装置やアプリケーションに対し、それらの装置やアプリケーションが必要とする、水道施設網の異常発生の有無および推定位置情報を含むことができる。水道施設網の管理者402が利用するさまざまな装置やアプリケーションは、例えば、異常発生の場合の緊急対応を立案する装置や、管路更新計画を立案する装置や、水道施設網の地区ごとの漏水リスク評価を行う装置を含む。 The output data group 121 can include other data 124. The other data 124 can include the information of the abnormality report data 123 converted into a different format. That is, the other data 124 includes, for various devices and applications used by the water facility network manager 402, whether or not an abnormality has occurred in the water facility network and estimated position information required by those devices and applications. be able to. The various devices and applications used by the water facility network administrator 402 include, for example, devices that plan emergency response in the event of an abnormality, devices that plan pipeline renewal plans, and water leaks for each district of the water facility network Includes equipment for risk assessment.
 その他のデータ124は、水道施設網の異常検知装置100が他のアプリケーションと連携して動く場合には、その動作報告を含むことができる。例えば、水道施設網の管理者402が、異常検知に伴い警報を自動で発生させるシステムを用いる場合には、水道施設網の異常検知装置100が異常を検知した場合に、推定異常発生位置に応じて警報の発令を提案したことを報告するデータを含むことができる。 The other data 124 can include an operation report when the abnormality detection apparatus 100 of the water supply facility network operates in cooperation with another application. For example, when the administrator 402 of the water supply facility network uses a system that automatically generates an alarm when an abnormality is detected, when the abnormality detection device 100 of the water supply facility network detects an abnormality, it responds to the estimated abnormality occurrence position. Data may be included that report that the warning was proposed.
 図7は、水道施設網の異常検知装置100の処理を示すフローチャートである。図7において、ステップ開始701にて、水道施設網の異常検知装置100は処理を開始する。水道施設網の異常検知装置100は、通信制御部204が、データ入力部として、入出力インタフェース441から送信される圧力計測データ111を受信する(S702)。 FIG. 7 is a flowchart showing processing of the abnormality detection apparatus 100 in the water supply facility network. In FIG. 7, in step start 701, the abnormality detection apparatus 100 for the water supply network starts processing. In the water facility network abnormality detection device 100, the communication control unit 204 receives the pressure measurement data 111 transmitted from the input / output interface 441 as a data input unit (S702).
 次に、CPU201、即ち、センサ間水消費量比指標計算部101は、通信制御部204により受信された圧力計測データ111を基にセンサ間水消費量比指標を計算し(S703)、計算結果から消費量比推移報告データ122を生成し、生成した消費量比推移報告データ122を入出力インタフェース441及び異常診断部102に出力する(S704)。 Next, the CPU 201, that is, the inter-sensor water consumption ratio index calculation unit 101 calculates the inter-sensor water consumption ratio index based on the pressure measurement data 111 received by the communication control unit 204 (S703), and the calculation result. The consumption ratio transition report data 122 is generated from the data, and the generated consumption ratio transition report data 122 is output to the input / output interface 441 and the abnormality diagnosis unit 102 (S704).
 異常診断部102は、消費量比推移報告データ122から異常の有無を判定し(S705)、このステップS705で異常がないと判定した場合、ステップS702の処理に戻り、ステップS705で異常があると判定した場合、異常発生の位置推定を行い(S706)、ステップS707の処理に進む。 The abnormality diagnosis unit 102 determines the presence / absence of abnormality from the consumption ratio transition report data 122 (S705). If it is determined in step S705 that there is no abnormality, the process returns to step S702, and if there is an abnormality in step S705. If it is determined, the position of occurrence of abnormality is estimated (S706), and the process proceeds to step S707.
 異常診断部102は、ステップS707では、ステップS706の処理で得られたデータを基に異常報告データ及びその他のデータを生成し、生成した異常報告データ及びその他のデータを、入出力インタフェース441へ送信し、その後、ステップS702の処理に戻る。 In step S707, the abnormality diagnosis unit 102 generates abnormality report data and other data based on the data obtained in step S706, and transmits the generated abnormality report data and other data to the input / output interface 441. Then, the process returns to step S702.
 図8は、本実施例の入出力インタフェース441が、水道施設網の管理者402へ表示する出力画面の例である。 FIG. 8 shows an example of an output screen displayed by the input / output interface 441 of the present embodiment to the administrator 402 of the water supply network.
 図8を参照して、入出力インタフェース441の機能詳細を説明する。入出力インタフェース441は、水道施設網の管理者402が管理もしくは所有する情報のうち、圧力計測データ111を水道施設網の異常検知装置100へと送信する。また、入出力インタフェース441は、水道施設網の異常検知装置100から、出力データ群121を受信する。 The functional details of the input / output interface 441 will be described with reference to FIG. The input / output interface 441 transmits the pressure measurement data 111 among the information managed or owned by the water facility network administrator 402 to the abnormality detection device 100 of the water facility network. Further, the input / output interface 441 receives the output data group 121 from the abnormality detection apparatus 100 of the water supply facility network.
 入出力インタフェース441は、入出力データの送受信を逐次的に行う。例えば、圧力計測器321ないし328の計測時刻間隔と同じか、それより小さい間隔で入力データの送信および出力データ群121の受信を行う。 The input / output interface 441 sequentially transmits / receives input / output data. For example, transmission of input data and reception of the output data group 121 are performed at intervals equal to or smaller than the measurement time intervals of the pressure measuring devices 321 to 328.
 入出力インタフェース441は、水道施設網の異常検知装置100から受け取る出力データ群121と、水道施設網の管理者402が管理する、圧力計測データを含むメーターデータ421と水道施設網の顧客データ422と、水道施設網のGISデータ423と、水道施設網の運用データ424と、水道施設網のアセットデータ425とを、水道施設網の管理空間451で同時に表示することができる。さらに、水道施設網の管理者402が、外部の提供者から外部データ431を入手する場合には、入出力インタフェース441はこれを水道施設網の管理空間451で同時に表示することができる。 The input / output interface 441 includes an output data group 121 received from the water facility network anomaly detection device 100, meter data 421 including pressure measurement data and customer data 422 of the water facility network managed by the water facility network administrator 402. The GIS data 423 of the water supply network, the operation data 424 of the water supply network, and the asset data 425 of the water supply network can be simultaneously displayed in the management space 451 of the water supply network. Further, when the water facility network administrator 402 obtains the external data 431 from an external provider, the input / output interface 441 can simultaneously display the data in the water facility network management space 451.
 画面800は、本実施例の入出力インタフェース441が、水道施設網の管理者402へ表示する画面例である。画面800は、消費量比推移報告データ表示部801と、異常報告データ表示部802と、その他のデータ表示部803と、水道施設網のGISデータ表示部811と、圧力計測データを含むメーターデータ表示部812と、水道施設網の運用データ表示部813と、水道施設網の顧客データ表示部814と、水道施設網のアセットデータ表示部815と、外部データ表示部816と、からなる。 The screen 800 is an example of a screen displayed by the input / output interface 441 according to the present embodiment to the manager 402 of the water supply network. The screen 800 includes a consumption ratio transition report data display unit 801, an abnormality report data display unit 802, other data display unit 803, a GIS data display unit 811 of a water supply network, and meter data display including pressure measurement data. A unit 812, an operation data display unit 813 for the water facility network, a customer data display unit 814 for the water facility network, an asset data display unit 815 for the water facility network, and an external data display unit 816.
 消費量比推移報告データ表示部801は、消費量比推移報告データ122を表示する。例えば、水道施設網の管理者402が、画面800上で選択した水消費量比指標の時系列データをグラフとして表示する。 The consumption ratio transition report data display unit 801 displays the consumption ratio transition report data 122. For example, the water facility network administrator 402 displays the time-series data of the water consumption ratio index selected on the screen 800 as a graph.
 異常報告データ表示部802は、異常報告データ123を表示する。例えば、異常発生の推定位置を、「圧力計測器S1およびS2を連結する管路付近」などのように、圧力計測器の位置を基準として文字で表示する。 The abnormality report data display unit 802 displays the abnormality report data 123. For example, the estimated position of occurrence of an abnormality is displayed in characters using the position of the pressure measuring instrument as a reference, such as “near the pipeline connecting the pressure measuring instruments S1 and S2.”
 その他のデータ表示部803は、その他のデータ124を表示する。例えば、水道施設網の管理者402が、水道施設網の異常検知装置800と、他のアプリケーションを連動させて運用している場合に、水道施設網の異常検知装置800と、該他のアプリケーションとの相互作用についての情報を表示する。 Other data display unit 803 displays other data 124. For example, when the water facility network administrator 402 operates the water facility network abnormality detection device 800 in conjunction with another application, the water facility network abnormality detection device 800 and the other application Displays information about the interaction.
 水道施設網のGISデータ表示部811は、水道施設網の管理者402が管理する、水道施設網のGISデータ423を表示する。例えば、水道施設網のレイアウトをグラフ形式で表示する。 The water facility network GIS data display unit 811 displays the water facility network GIS data 423 managed by the water facility network administrator 402. For example, the layout of the water supply network is displayed in a graph format.
 圧力計測データを含むメーターデータ表示部812は、水道施設網の管理者402が管理する、圧力計測データを含むメーターデータ421を表示する。例えば、水道施設網の管理者402が、画面800上で選択した圧力計測器または流量計測器の時系列データをグラフとして表示する。 The meter data display unit 812 including pressure measurement data displays meter data 421 including pressure measurement data managed by the administrator 402 of the water supply network. For example, the administrator 402 of the water supply network displays the time series data of the pressure measuring device or flow rate measuring device selected on the screen 800 as a graph.
 水道施設網の運用データ表示部813は、水道施設網の管理者402が管理する、水道施設網の運用データ424を表示する。例えば、水道施設網の管理者402が、画面800上で選択したポンプの吐出圧の時系列データやバルブの開閉状況の時系列データをグラフとして表示する。 The operation data display unit 813 of the water supply facility network displays the operation data 424 of the water supply facility network managed by the administrator 402 of the water supply facility network. For example, the administrator 402 of the water supply network displays the time series data of the discharge pressure of the pump selected on the screen 800 and the time series data of the valve opening / closing status as a graph.
 水道施設網の顧客データ表示部814は、水道施設網の管理者402が管理する、水道施設網の顧客データ422を表示する。例えば、水道施設網の管理者402が、画面800上で選択した顧客情報を表示する。 The water facility network customer data display unit 814 displays the water facility network customer data 422 managed by the water facility network administrator 402. For example, the water supply facility network administrator 402 displays the customer information selected on the screen 800.
 水道施設網のアセットデータ表示部815は、水道施設網の管理者402が管理する、水道施設網のアセットデータ425を表示する。例えば、水道施設網の管理者402が、画面800上で選択した管路または設備機器のアセット情報を表示する。 The water facility network asset data display unit 815 displays the water facility network asset data 425 managed by the water facility network administrator 402. For example, the water supply facility network administrator 402 displays asset information of a pipeline or equipment selected on the screen 800.
 図9は、本実施例の入出力インタフェース441が、水道施設網の管理者402へ表示する出力画面の別の例である。入出力インタフェース441は、画面900で示す出力画面を水道施設網の管理者402に表示してもよい。 FIG. 9 is another example of an output screen displayed by the input / output interface 441 of the present embodiment to the manager 402 of the water supply network. The input / output interface 441 may display the output screen shown by the screen 900 to the manager 402 of the water supply network.
 画面900で表す出力画面の実現例では、異常発生の推定位置を異常報告データ表示部802で言葉によって表示する代わりに、該当する地区を水道施設網のGISデータ表示部911に重ねて表示する。複数の圧力計測器によって指定された小地区(例えば「圧力計測器S1およびS2を連結する管路付近」)の水道施設網における地理的位置は、水道施設網のGISデータ423の一部として、あらかじめ記憶させておくことができる。 In the implementation example of the output screen represented by the screen 900, instead of displaying the estimated occurrence position of the abnormality in the abnormality report data display unit 802 in words, the corresponding district is displayed over the GIS data display unit 911 of the water supply network. The geographical location in the water supply network of a small area designated by a plurality of pressure measuring devices (eg, “near the pipeline connecting the pressure measuring devices S1 and S2”) is part of the GIS data 423 of the water supply network. It can be memorized in advance.
 特許文献1で与えられる水道施設網内のリソースをモニタリングするためのシステム及び方法が、水道施設網の管理者から受け取る複数種類かつ多量のデータを利用して、各種計測値に対する推定正常値を生成し、該推定正常値に基づき水道施設網内の異常発生の検知を行うのに対し、本実施例の水道施設網の異常検知装置100は、水道施設網における圧力計測値のみを用いて、センサ間水消費量比指標に基づき異常を検知する。 The system and method for monitoring resources in the water supply network given in Patent Document 1 generates estimated normal values for various measurement values using a plurality of types and a large amount of data received from an administrator of the water supply network. The abnormality detection device 100 for the water supply network according to this embodiment uses only the pressure measurement value in the water supply network to detect the occurrence of abnormality in the water supply network based on the estimated normal value. Anomalies are detected based on the ratio of water consumption ratio.
 本実施例の水道施設網の異常検知装置100は、従来技術と比較して、特に、以下の場合に高い異常発生検知精度を有することを示すことができる。各配水地区におけるユーザi(i=1,・・・,N)の水の消費量qiが時間関数として、ある共通の関数f(t)を用いて
Figure JPOXMLDOC01-appb-M000003
 と表すことができるとする。ここでqi’は、各ユーザの水の消費量により定まる定数である。このとき、(1)式、(2)式で表される水消費量指標は、配水地区内のポンプ等の機器が作動していない等の適当な仮定の下で配水地区内に漏水が発生していないならば一定になる。したがって、(1)式、(2)式のわずかな逸脱からも異常の発生を検知することができる。このことから、配水地区全体が住宅地である、配水地区全体が同様の工業地である、などのように、配水地区においてユーザの水消費量パターンが類似の時に、本実施例の水道施設網の異常検知装置100は、高い異常検知精度を有することが期待できる。
It can be shown that the abnormality detection device 100 for the water supply network according to the present embodiment has high abnormality occurrence detection accuracy particularly in the following cases as compared with the related art. The water consumption qi of user i (i = 1,..., N) in each water distribution area is a time function, using a certain common function f (t).
Figure JPOXMLDOC01-appb-M000003
It can be expressed as Here, qi ′ is a constant determined by the water consumption of each user. At this time, the water consumption index represented by equations (1) and (2) indicates that water leakage occurs in the water distribution area under appropriate assumptions such as pumps and other equipment not operating in the water distribution area. If not, it becomes constant. Therefore, the occurrence of an abnormality can be detected from a slight deviation from the equations (1) and (2). Therefore, when the water consumption pattern of the user is similar in the distribution area, such as the entire distribution area is a residential area, the entire distribution area is a similar industrial area, etc. The abnormality detection apparatus 100 can be expected to have high abnormality detection accuracy.
 さらに、本実施例の水道施設網の異常検知装置100は、異常がない場合に一定値をとるべきセンサ間水消費量比指標を監視することで異常を検知するため、短時間かつ少量の圧力計測データのみを利用して装置を使用することも可能になると期待できる。 Furthermore, the abnormality detection device 100 for the water supply network according to the present embodiment detects an abnormality by monitoring an inter-sensor water consumption ratio index that should take a constant value when there is no abnormality. It can be expected that the apparatus can be used by using only the measurement data.
 本実施例においては、複数の圧力計測器321ないし324、及び325ないし328の圧力計測値であって、計測時間が相異なる複数の圧力計測値を基に、複数の圧力計測器のうち一対の圧力計測器の圧力計測値の差分を示す第1の差分((1)式又は(2)式の分子の値)と、複数の圧力計測器のうち少なくとも一方の圧力計測器が前記一対の圧力計測器とは異なる一対の圧力計測器の圧力計測値の差分を示す第2の差分((1)式又は(2)式の分母の値)との比を示すセンサ間水消費量比指標を計算し、この計算結果を基に複数の圧力計測器のうちいずれかの圧力計測器が配置された配水地区における異常の有無を診断することができる。この際、第1の差分として複数の第1の差分と計算すると共に、第2の差分として複数の第2の差分を計算し、計算で得られた各第1の差分と計算で得られた各第2の差分との比を示す複数のセンサ間水消費量比指標を計算することで、広範囲に亘る配水地区における異常の有無を診断することができる。 In the present embodiment, the pressure measurement values of the plurality of pressure measuring instruments 321 to 324 and 325 to 328, and based on the plurality of pressure measurement values having different measurement times, a pair of pressure measuring instruments A first difference (a numerator value of the expression (1) or (2)) indicating a difference between pressure measurement values of the pressure measuring instrument and at least one of the plurality of pressure measuring instruments is the pair of pressures. An inter-sensor water consumption ratio index indicating a ratio with a second difference (a value in the denominator of the equation (1) or (2)) indicating a difference between pressure measurement values of a pair of pressure measuring devices different from the measuring device. Based on the calculation result, it is possible to diagnose the presence or absence of abnormality in the water distribution area where any one of the plurality of pressure measuring instruments is arranged. At this time, the first difference is calculated as a plurality of first differences, and the second difference is calculated as a second difference. The first difference obtained by the calculation and the calculation are obtained. By calculating a plurality of inter-sensor water consumption ratio indexes indicating the ratios with the respective second differences, it is possible to diagnose the presence or absence of an abnormality in the water distribution area over a wide range.
 また、異常診断部102は、異常の発生と診断した場合、複数のセンサ間水消費量比指標のうち異常値を示すセンサ間水消費量比指標を構成する第1の差分又は第2の差分のうち少なくとも一方の差分に対応する計測値の計測元となる一対の圧力計測器が配置された配管の位置を異常の発生位置として推定することができる。 Further, when the abnormality diagnosis unit 102 diagnoses the occurrence of abnormality, the first difference or the second difference constituting the inter-sensor water consumption ratio index indicating an abnormal value among the plurality of inter-sensor water consumption ratio indices. The position of the pipe in which the pair of pressure measuring instruments that are the measurement source of the measurement value corresponding to at least one of the differences is arranged can be estimated as the occurrence position of the abnormality.
 本実施例によれば、水道施設網の管理者402から少量かつ少数種類のデータのみを受け取り、簡略化された解析手法によって水道施設網における異常の発生を自動で検知し、その発生位置を推定することができる。この際、例えば、水道施設網の管理者402から圧力計測器による計測データのみを受け取り、少なくとも特定の条件を満たす水道施設網で異常発生検知精度および位置推定精度を、向上させることはあっても低下させない異常検知装置を提供することができる。 According to the present embodiment, only a small amount and a small number of types of data are received from the manager 402 of the water supply network, the occurrence of abnormality in the water supply network is automatically detected by a simplified analysis method, and the occurrence position is estimated. can do. At this time, for example, only the measurement data obtained by the pressure measuring instrument is received from the manager 402 of the water supply facility network, and the abnormality occurrence detection accuracy and the position estimation accuracy may be improved in the water supply facility network satisfying at least a specific condition. It is possible to provide an abnormality detection device that does not decrease.
 本実施例によれば、圧力計測器の計測値から得られたセンサ間水消費量比指標が一定値から逸脱しているか否かで、水道施設網における配管の異常の有無を診断しているので、配水地区においてユーザの水消費量パターンが類似する場合、水道施設網における配管の異常を高精度に検知することができる。また、本実施例によれば、圧力計測器の計測値のみからセンサ間水消費量比指標を計算しているので、外部データの収集・参照、過去データからの周期分析、センサ間相関解析等の操作を行うことなく、水道施設網における配管の異常の有無を診断することができ、異常検知のための準備及び解析の労力を減少させることができる。 According to the present embodiment, the presence or absence of piping abnormality in the water supply network is diagnosed based on whether or not the inter-sensor water consumption ratio index obtained from the measurement value of the pressure measuring instrument deviates from a certain value. Therefore, when a user's water consumption pattern resembles in a water distribution area, the abnormality of piping in a water supply network can be detected with high precision. In addition, according to the present embodiment, since the inter-sensor water consumption ratio index is calculated only from the measurement value of the pressure measuring instrument, collection / reference of external data, periodic analysis from past data, inter-sensor correlation analysis, etc. Without performing this operation, it is possible to diagnose the presence or absence of piping abnormality in the water supply facility network, and to reduce preparation and analysis labor for abnormality detection.
 本実施例では、配水地区内の小地区ごとにユーザの水消費パターンが大きく異なる場合にも、圧力計測データのみを用いて水道施設網の異常を検知する、水道施設網の異常検知装置の例を説明する。 In this embodiment, an example of an abnormality detection device for a water supply network that detects an abnormality in a water supply network using only pressure measurement data even when a user's water consumption pattern varies greatly from one small area to another in a water distribution area. Will be explained.
 図10は、実施例2における水道施設網の異常検知装置1000を示す構成図である。本実施例の水道施設網の異常検知装置1000のうち、既に説明した図1に示された同一の符号を付された構成と、同一の機能を有する部分については、説明を省略する。 FIG. 10 is a configuration diagram illustrating an abnormality detection apparatus 1000 for a water supply network in the second embodiment. In the abnormality detection device 1000 for the water supply network of the present embodiment, the description of the components having the same functions as those already described with reference to FIG. 1 is omitted.
 本実施例の水道施設網の異常検知装置1000は、センサ間水消費量比指標計算部101と、異常診断部1002と、データベース1003からなる。 The abnormality detection apparatus 1000 for the water supply network according to the present embodiment includes an inter-sensor water consumption ratio index calculation unit 101, an abnormality diagnosis unit 1002, and a database 1003.
 本実施例の異常診断部1002は、センサ間水消費量比指標計算部101から出力されるセンサ間水消費量比指標の時系列データを、データ蓄積部としてのデータベース1003に保存する。配水地区内の全てのユーザの消費パターンが類似しない場合には、(1)式、(2)式等で与えられるセンサ間水消費量比指標は一定値をとらないことが予想される。したがって本実施例の異常診断部1002は、センサ間水消費量比指標を監視し、一定値からの逸脱ではなく、データベース1003に保存されている過去データが示す時系列データからの有意な逸脱を検知することにより異常の発生を検知する。過去データが示す時系列データからの有意な逸脱の検知には、機械学習等の公知技術を用いることができる。 The abnormality diagnosis unit 1002 of this embodiment stores the time series data of the inter-sensor water consumption ratio index output from the inter-sensor water consumption ratio index calculation unit 101 in the database 1003 as a data storage unit. When the consumption patterns of all users in the water distribution area are not similar, it is expected that the inter-sensor water consumption ratio index given by the equations (1), (2), etc. does not take a constant value. Therefore, the abnormality diagnosis unit 1002 of this embodiment monitors the inter-sensor water consumption ratio index, and does not deviate from a constant value, but significantly deviates from time-series data indicated by past data stored in the database 1003. By detecting it, the occurrence of abnormality is detected. A known technique such as machine learning can be used to detect a significant deviation from the time-series data indicated by past data.
 例えば、過去データが示す時系列データが、周期性を有する時系列データであって、各圧力計測器の計測値から計算されたセンサ間水消費量比指標が、周期性を有するセンサ間水消費量比指標である場合、周期性を有する各センサ間水消費量比指標をそれぞれ過去のセンサ間水消費量比指標を含む消費量比推移報告データ122としてデータベース1003に蓄積する。この際、異常診断部1002は、センサ間水消費量比指標計算部101の計算結果とデータベース1003に蓄積された過去のセンサ間水消費量比指標とを比較し、センサ間水消費量比指標計算部101の計算結果が、過去のセンサ間水消費量比指標から得られた値であって、周期性を示す異常判定値から逸脱している場合、異常の発生と診断することができる。 For example, the time-series data indicated by the past data is time-series data having periodicity, and the inter-sensor water consumption ratio index calculated from the measured values of each pressure measuring instrument is the inter-sensor water consumption having periodicity. In the case of the quantity ratio index, the inter-sensor water consumption ratio index having periodicity is accumulated in the database 1003 as the consumption ratio transition report data 122 including the past inter-sensor water consumption ratio index. At this time, the abnormality diagnosis unit 1002 compares the calculation result of the inter-sensor water consumption ratio index calculation unit 101 with the past inter-sensor water consumption ratio index accumulated in the database 1003, and the inter-sensor water consumption ratio index. When the calculation result of the calculation unit 101 is a value obtained from the past inter-sensor water consumption ratio index and deviates from the abnormality determination value indicating periodicity, it can be diagnosed that an abnormality has occurred.
 データベース1003は、圧力計測器の組み合わせごとにセンサ間水消費量比指標の過去計算値を保存する。 The database 1003 stores the past calculated value of the inter-sensor water consumption ratio index for each combination of pressure measuring instruments.
 また、本実施例の異常診断部1002は、異常発生位置の推定を、過去データが示す時系列データからの逸脱の度合いの大きさを用いて行う。逸脱の大きさの評価には、統計分野の公知技術を用いることができる。 Further, the abnormality diagnosis unit 1002 of the present embodiment performs estimation of the abnormality occurrence position using the degree of deviation from the time series data indicated by past data. A known technique in the statistical field can be used for evaluating the magnitude of the deviation.
 本実施例の異常診断部1002は、実施例1の異常診断部102と同様に、逸脱の大きいセンサ間水消費量比指標に差分が含まれる圧力計測器のペアに大きな得点を与え、圧力計測器のペアごとに全ての逸脱からの得点を合計することで異常発生の推定位置を算出する。 Similar to the abnormality diagnosis unit 102 of the first embodiment, the abnormality diagnosis unit 1002 of the present embodiment gives a large score to a pair of pressure measuring instruments whose difference is included in the inter-sensor water consumption ratio index having a large deviation, and the pressure measurement The estimated position of occurrence of abnormality is calculated by summing the scores from all deviations for each pair of vessels.
 本実施例において、センサ間水消費量比指標計算部101は、いずれかの配水地区に属する複数の圧力計測器の圧力計測値から得られた、周期性を有する複数のセンサ間水消費量比指標をそれぞれ過去のセンサ間水消費量比指標としてデータベース1003に蓄積し、異常診断部1002は、圧力計測データ111を基にセンサ間水消費量比指標計算部101で計算された計算結果とデータベース1003に蓄積された過去のセンサ間水消費量比指標から得られた、周期性を有する異常判定値とを比較し、センサ間水消費量比指標計算部101の計算結果が、周期性を示す異常判定値から逸脱している場合、異常の発生と診断することができる。 In the present embodiment, the inter-sensor water consumption ratio index calculation unit 101 has a plurality of inter-sensor water consumption ratios having periodicity obtained from pressure measurement values of a plurality of pressure measuring instruments belonging to any water distribution district. Each index is accumulated in the database 1003 as a past inter-sensor water consumption ratio index, and the abnormality diagnosis unit 1002 calculates the calculation result calculated by the inter-sensor water consumption ratio index calculation unit 101 based on the pressure measurement data 111 and the database. The abnormality determination value having periodicity obtained from the past inter-sensor water consumption ratio index accumulated in 1003 is compared, and the calculation result of the inter-sensor water consumption ratio index calculation unit 101 indicates periodicity. When deviating from the abnormality determination value, it can be diagnosed that an abnormality has occurred.
 本実施例によれば、データベース1003に保存されている過去データが示す時系列データからの有意な逸脱を検知することにより異常の発生を検知しているので、配水地区内の小地区ごとにユーザの水消費パターンが大きく異なる場合(ユーザの消費パターンが類似しない場合)にも、圧力計測器の圧力計測値から得られたセンサ間水消費量比指標を用いて水道施設網における配管の異常を高精度に検知することができる。 According to this embodiment, the occurrence of an abnormality is detected by detecting a significant deviation from the time series data indicated by past data stored in the database 1003. Even if the water consumption pattern of the water is very different (when the user's consumption pattern is not similar), the water consumption ratio indicator between the sensors obtained from the pressure measurement value of the pressure measuring instrument can be used It can be detected with high accuracy.
 本実施例では、水道施設網の管理者から圧力計測データ以外のデータが提供された場合に、これを活用する水道施設網の異常検知装置の例を説明する。 In the present embodiment, an example of an abnormality detection device for a water supply network that uses data other than pressure measurement data when an administrator of the water supply network is provided will be described.
 図11は、実施例3における水道施設網の異常検知装置1100を示す構成図である。本実施例の水道施設網の異常検知装置1100のうち、既に説明した図1ないし図10に示された同一の符号を付された構成と、同一の機能を有する部分については、説明を省略する。 FIG. 11 is a configuration diagram illustrating a water facility network abnormality detection apparatus 1100 according to the third embodiment. In the water facility network abnormality detection apparatus 1100 of the present embodiment, the description of the components having the same functions as those already described with reference to FIGS. 1 to 10 is omitted. .
 本実施例の水道施設網の異常検知装置1100は、センサ間水消費量比指標計算部101と、異常診断部1102と、データベース1003からなる。 The water facility network abnormality detection device 1100 of this embodiment includes an inter-sensor water consumption ratio index calculation unit 101, an abnormality diagnosis unit 1102, and a database 1003.
 本実施例の水道施設網の異常検知装置1100は、入力データ群1111を入力とし、出力データ群121を出力する。 The anomaly detection apparatus 1100 for the water supply network according to this embodiment receives the input data group 1111 and outputs the output data group 121.
 入力データ群1111は、例えば、圧力計測データを含むメーターデータ421や、水道施設網の顧客データ422や、水道施設網のGISデータ423や、水道施設網の運用データ424や、水道施設網のアセットデータ425や、外部データ431を含むことができる。 The input data group 1111 includes, for example, meter data 421 including pressure measurement data, water facility network customer data 422, water facility network GIS data 423, water facility network operation data 424, and water facility network assets. Data 425 and external data 431 can be included.
 本実施例の異常診断部1102は、実施例2の異常診断部1002と同様に、センサ間水消費量比指標計算部101から出力されるセンサ間水消費量比指標の時系列データをデータベース1003に保存する。本実施例の異常診断部1102は、実施例2の異常診断部1002と同様に、センサ間水消費量比指標を監視し、データベース1003に保存されている過去データが示す時系列データからの逸脱を検知することにより異常の発生を検知する。過去データが示す時系列データからの逸脱の検知には、機械学習等の公知技術を用いることができる。 Similar to the abnormality diagnosis unit 1002 of the second embodiment, the abnormality diagnosis unit 1102 of the present embodiment stores time series data of the inter-sensor water consumption ratio index output from the inter-sensor water consumption ratio index calculation unit 101 as the database 1003. Save to. The abnormality diagnosis unit 1102 of this embodiment monitors the inter-sensor water consumption ratio index as in the case of the abnormality diagnosis unit 1002 of Example 2, and deviates from the time-series data indicated by past data stored in the database 1003. The occurrence of abnormality is detected by detecting. A known technique such as machine learning can be used to detect deviation from time-series data indicated by past data.
 ただし、本実施例の異常診断部1102は、水道施設網の管理者402から提供される入力データ群1111を同時に活用し、異常発生有無の診断を修正する。 However, the abnormality diagnosis unit 1102 of this embodiment uses the input data group 1111 provided by the water supply facility network administrator 402 at the same time to correct the diagnosis of the occurrence of abnormality.
 例えば、圧力計測データ111の他に水道施設網の運用データ424及び水道施設網のGISデータ421が水道施設網の管理者402から提供される場合に、本実施例の異常診断部1102は次のような修正つきの診断を行う。 For example, when the operation data 424 of the water supply network and the GIS data 421 of the water supply network are provided from the administrator 402 of the water supply network in addition to the pressure measurement data 111, the abnormality diagnosis unit 1102 of this embodiment Diagnose with such correction.
 ある圧力計測器の組み合わせに対するセンサ間水消費量比指標が通常の挙動から大きく逸脱したとする。このとき、水道施設網の運用データ424及び水道施設網のGISデータ421が当該センサ間水消費量比指標に用いられる圧力計測器付近でポンプが通常(正常時)と異なる挙動をとっていることを示している場合には、本実施例の異常診断部1102は、例えば、センサ間水消費量比指標における逸脱はポンプの動作によるものと判断し、異常の発生とは診断しない。 Suppose that the inter-sensor water consumption ratio index for a certain combination of pressure measuring instruments deviates significantly from normal behavior. At this time, the operation data 424 of the water supply network and the GIS data 421 of the water supply network are different from the normal (normal) pump near the pressure measuring instrument used for the inter-sensor water consumption ratio index. , For example, the abnormality diagnosis unit 1102 of this embodiment determines that the deviation in the inter-sensor water consumption ratio index is due to the operation of the pump, and does not diagnose the occurrence of abnormality.
 即ち、異常診断部1102は、入力された水道施設網の運用データ424及び水道施設網のGISデータ(地図情報システムデータ)423が、推定した異常の発生位置を含む配水地区に設置された機器(ポンプ)の異常を示す場合には、異常の発生の診断を、正常に修正する。 In other words, the abnormality diagnosis unit 1102 is a device installed in the water distribution area including the estimated occurrence location of the abnormality (the map information system data) 423 and the input GIS data (map information system data) 423 of the water supply network. If the pump is abnormal, correct the diagnosis of the occurrence of abnormality.
 また、例えば、圧力計測データ111の他に水道施設網の顧客データ422及び水道施設網のGISデータ421が水道施設網の管理者402から提供される場合に、本実施例の異常診断部1102は次のような修正つきの診断を行う。 Further, for example, when customer data 422 of the water supply network and GIS data 421 of the water supply network are provided from the administrator 402 of the water supply network in addition to the pressure measurement data 111, the abnormality diagnosis unit 1102 of this embodiment Diagnose with the following corrections.
 水道施設網の顧客データ422及び水道施設網のGISデータ421が、水道施設網に設置された圧力計測器によって区切られるある複数の小地区における顧客が類似していることを示すとする。この場合には、本実施例の異常診断部1102は、当該圧力計測器の組み合わせに対する水消費量比指標に対して、推定される正常時系列データを一定値と仮定し、一定値からの有意な逸脱を観測することによって異常の発生ありと診断する。 It is assumed that the customer data 422 of the water supply network and the GIS data 421 of the water supply network indicate that the customers in a plurality of small districts separated by the pressure measuring devices installed in the water supply network are similar. In this case, the abnormality diagnosis unit 1102 of this embodiment assumes that the normal time series data estimated for the water consumption ratio index for the combination of the pressure measuring instruments is a constant value, and the significant value from the constant value is significant. Diagnose the occurrence of anomalies by observing any deviations.
 この際、異常診断部1102は、入力された水道施設網の顧客データ422及び水道施設網のGISデータ(地図情報システムデータ)423を基に、センサ間水消費量比指標計算部101の計算結果の中から特定の配水地区(圧力計測器によって区切られるある複数の小地区)に属する圧力計測器の圧力計測値から計算されたセンサ間水消費量比指標を選択し、選択したセンサ間水消費量比指標から、特定の配水地区に属する圧力計測器を診断するための異常判定値を生成し、生成した異常判定値を用いて、特定の配水地区における異常の有無を診断する。 At this time, the abnormality diagnosis unit 1102 calculates the calculation result of the inter-sensor water consumption ratio index calculation unit 101 based on the input customer data 422 of the water supply network and the GIS data (map information system data) 423 of the water supply network. Select the inter-sensor water consumption ratio index calculated from the pressure measurement value of the pressure measuring instrument belonging to a specific water distribution area (a plurality of sub-divisions separated by the pressure measuring instrument), and select the water consumption between the selected sensors. An abnormality determination value for diagnosing a pressure measuring instrument belonging to a specific water distribution area is generated from the quantity ratio index, and the presence or absence of abnormality in the specific water distribution area is diagnosed using the generated abnormality determination value.
 また、逆に、水道施設網の顧客データ422及び水道施設網のGISデータ421が、ある小地区における顧客の水消費パターンが類似しないことを示すときには、本実施例の異常診断部1102は、実施例2の異常診断部1002と同様に過去データやその他の情報から公知技術を用いて推定される関数を推定正常時系列データとし、該推定正常時系列データからの有意な逸脱を観測することによって異常の発生ありと診断する。 Conversely, when the customer data 422 of the water supply network and the GIS data 421 of the water supply network indicate that the water consumption pattern of the customer in a certain small area is not similar, the abnormality diagnosis unit 1102 of the present embodiment performs Similar to the abnormality diagnosis unit 1002 of Example 2, a function estimated from past data and other information using a known technique is used as estimated normal time series data, and a significant deviation from the estimated normal time series data is observed. Diagnose that an abnormality has occurred.
 また、例えば、圧力計測データ111の他に水道施設網のアセットデータ425及び水道施設網のGISデータ421が水道施設網の管理者402から提供される場合に、本実施例の異常診断部1102は次のような修正つきの診断を行う。 For example, when the asset data 425 of the water supply network and the GIS data 421 of the water supply network are provided from the administrator 402 of the water supply network in addition to the pressure measurement data 111, the abnormality diagnosis unit 1102 of the present embodiment Diagnose with the following corrections.
 水道施設網のアセットデータ425が水道施設網のある小地区において漏水等の事故及び異常があったことを示す情報を含むとする。さらに、事故当時の圧力計測データが水道施設網の管理者402から提供されるとする。このとき、事故及び異常のあった小地区に関連付けられるセンサ間水消費量比指標に関して、本実施例の異常診断部1102は、正常と推定される過去の時系列データと同時に事故時の時系列データを異常発生の有無診断に用いる。当該診断には、教師あり機械学習などの公知の技術を用いることができる。 Assume that the asset data 425 of the water supply network includes information indicating that there was an accident or abnormality such as water leakage in a small area where the water supply network is located. Furthermore, it is assumed that the pressure measurement data at the time of the accident is provided from the administrator 402 of the water supply network. At this time, with respect to the inter-sensor water consumption ratio index associated with the small area where the accident and abnormality occurred, the abnormality diagnosis unit 1102 of the present embodiment performs the time series at the time of the accident simultaneously with the past time series data estimated to be normal. Data is used for diagnosis of occurrence of abnormality. A known technique such as supervised machine learning can be used for the diagnosis.
 また、例えば、圧力計測データ111の他に外部データ431が水道施設網の管理者402から提供される場合に、本実施例の異常診断部1102は次のような修正つきの診断を行う。 Further, for example, when the external data 431 is provided from the water supply facility network administrator 402 in addition to the pressure measurement data 111, the abnormality diagnosis unit 1102 of the present embodiment performs the following diagnosis with correction.
 本実施例の異常診断部1102は、外部データ431の示す条件によって異なる推定正常時系列データを生成する。本実施例の異常診断部1102は、データベース1103に保存された複数の推定正常時系列データから、現在の条件にもっとも近い条件に関連付けられた推定正常時系列データを選択し、これからの逸脱の有無を検知することにより異常発生の有無診断を行う。 The abnormality diagnosis unit 1102 of this embodiment generates estimated normal time series data that varies depending on the conditions indicated by the external data 431. The abnormality diagnosis unit 1102 of this embodiment selects estimated normal time series data associated with a condition closest to the current condition from a plurality of estimated normal time series data stored in the database 1103, and whether there is any deviation from this By detecting this, the presence or absence of abnormality is diagnosed.
 図12は、道施設網の管理者402が、水道施設網に関連するデータを収集し、水道施設網の異常検知装置1100を利用して、水道施設網の管理を行う形態のブロック図である。 FIG. 12 is a block diagram of a mode in which the road facility network administrator 402 collects data related to the water facility network and manages the water facility network using the abnormality detection device 1100 of the water facility network. .
 水道施設網の異常検知装置の管理者401は、入出力インタフェース1241から、入力データ群1111を受け取り、出力データ群121を出力する。
 本実施例の入出力インタフェース1241は、水道施設網の異常検知装置の管理者401に入力データ群1111を送信し、出力データ群121を受信する。
The administrator 401 of the water facility network abnormality detection apparatus receives the input data group 1111 from the input / output interface 1241 and outputs the output data group 121.
The input / output interface 1241 of the present embodiment transmits the input data group 1111 and receives the output data group 121 to the administrator 401 of the abnormality detection apparatus for the water supply network.
 本実施例によれば、圧力計測器の圧力計測値とは異なるデータが入力される場合、入力されたデータを用いて、センサ間水消費量比指標から得られた診断結果を修正することができる。 According to the present embodiment, when data different from the pressure measurement value of the pressure measuring instrument is input, the diagnosis result obtained from the inter-sensor water consumption ratio index can be corrected using the input data. it can.
 なお、本発明は、上記した各実施例に限定されるものではなく、様々な変形例が含まれる。例えば、既存漏水が存在する場合、各圧力計測器から得られたセンサ間水消費量比指標は常に一定にならず、変動するので、変動したセンサ間水消費量比指標を基に異常判定値を生成し、生成した異常判定値を用いて、水道施設網の新規の異常の発生有無を診断することもできる。また、上記した各実施例は本発明を分かりやすく説明するために詳細に説明したものであり、必ずしも説明した全ての構成を備えるものに限定されるものではない。 Note that the present invention is not limited to the above-described embodiments, and includes various modifications. For example, when there is existing water leakage, the inter-sensor water consumption ratio index obtained from each pressure measuring instrument is not always constant and fluctuates, so the abnormality judgment value based on the fluctuating inter-sensor water consumption ratio index And using the generated abnormality determination value, it is possible to diagnose the occurrence of a new abnormality in the water supply network. Further, each of the above-described embodiments has been described in detail for easy understanding of the present invention, and is not necessarily limited to the one having all the configurations described.
 また、上記の各構成、機能、処理部、処理手段等は、それらの一部又は全部を、例えば集積回路で設計する等によりハードウェアで実現してもよい。また、上記の各構成、機能等は、プロセッサがそれぞれの機能を実現するプログラムを解釈し、実行することによりソフトウェアで実現してもよい。各機能を実現するプログラム、テーブル、ファイル等の情報は、メモリや、ハードディスク、SSD(Solid State Drive)等の記録装置、または、ICカード、SDカード、DVD等の記録媒体に置くことができる。 In addition, each of the above-described configurations, functions, processing units, processing means, and the like may be realized by hardware by designing a part or all of them with, for example, an integrated circuit. Each of the above-described configurations, functions, and the like may be realized by software by interpreting and executing a program that realizes each function by the processor. Information such as programs, tables, and files that realize each function can be stored in a memory, a hard disk, a recording device such as an SSD (Solid State Drive), or a recording medium such as an IC card, an SD card, or a DVD.
 また、制御線や情報線は説明上必要と考えられるものを示しており、製品上必ずしも全ての制御線や情報線を示しているとは限らない。実際には殆ど全ての構成が相互に接続されていると考えてもよい。 Also, the control lines and information lines indicate what is considered necessary for the explanation, and not all the control lines and information lines on the product are necessarily shown. Actually, it may be considered that almost all the components are connected to each other.
 100 水道施設網の異常検知装置、101 センサ間水消費量比指標計算部、102 異常診断部、111 圧力計測データ、122 消費量比推移報告データ、123 異常報告データ、321ないし328 圧力計測器。 , 100 water facility network abnormality detection device, 101 inter-sensor water consumption ratio index calculation part, 102 abnormality diagnosis part, 111 pressure measurement data, 122 consumption ratio transition report data, 123 abnormality report data, 321 to 328 pressure measuring instrument.

Claims (14)

  1.  水を消費者に配送するための配管網と、前記配管網に設置された複数の圧力計測器とを含む1つ以上の配水地区からなる水道施設網における異常の発生を検知する水道施設網の異常検知装置であって、
     前記複数の圧力計測器の圧力計測値を入力するデータ入力部と、
     前記データ入力部に入力された複数の圧力計測値を基に、前記複数の圧力計測器のうち一対の圧力計測器の圧力計測値の差分を示す第1の差分と、前記複数の圧力計測器のうち少なくとも一方の圧力計測器が前記一対の圧力計測器とは異なる一対の圧力計測器の圧力計測値の差分を示す第2の差分との比を示すセンサ間水消費量比指標を計算するセンサ間水消費量比指標計算部と、
     前記センサ間水消費量比指標計算部の計算結果を基に前記複数の圧力計測器のうちいずれかの圧力計測器が配置された配水地区における異常の有無を診断する異常診断部と、を有することを特徴とする水道施設網の異常検知装置。
    A water supply network that detects the occurrence of an abnormality in a water supply network comprising one or more water distribution areas including a pipe network for delivering water to consumers and a plurality of pressure measuring devices installed in the pipe network. An anomaly detection device,
    A data input unit for inputting pressure measurement values of the plurality of pressure measuring devices;
    Based on a plurality of pressure measurement values input to the data input unit, a first difference indicating a difference between pressure measurement values of a pair of pressure measurement devices among the plurality of pressure measurement devices, and the plurality of pressure measurement devices At least one of the pressure measuring instruments calculates an inter-sensor water consumption ratio index indicating a ratio with a second difference indicating a difference in pressure measurement values of a pair of pressure measuring instruments different from the pair of pressure measuring instruments. An inter-sensor water consumption ratio index calculation unit;
    An abnormality diagnosing unit for diagnosing the presence or absence of an abnormality in a water distribution area where any one of the plurality of pressure measuring devices is arranged based on a calculation result of the inter-sensor water consumption ratio index calculating unit An anomaly detection device for a water supply facility network.
  2.  請求項1に記載の水道施設網の異常検知装置であって、
     前記センサ間水消費量比指標計算部は、
     前記データ入力部に入力された複数の圧力計測値であって、計測時間が相異なる複数の圧力計測値を基に、前記第1の差分として複数の第1の差分を計算すると共に、前記第2の差分として複数の第2の差分を計算し、前記計算で得られた各第1の差分と前記計算で得られた各第2の差分との比を示す複数のセンサ間水消費量比指標を計算し、当該計算結果を前記異常診断部に出力してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 1,
    The inter-sensor water consumption ratio index calculation unit is:
    Calculating a plurality of first differences as the first difference based on a plurality of pressure measurement values input to the data input unit and having different measurement times; A plurality of inter-sensor water consumption ratios indicating a ratio between each of the first differences obtained by the calculation and each of the second differences obtained by the calculation. An abnormality detection device for a water supply network characterized by calculating an index and outputting the calculation result to the abnormality diagnosis unit.
  3.  請求項2に記載の水道施設網の異常検知装置であって、
     前記異常診断部は、
     前記センサ間水消費量比指標計算部の計算結果から異常の発生と診断した場合、前記複数のセンサ間水消費量比指標のうち異常値を示すセンサ間水消費量比指標を構成する第1の差分又は第2の差分のうち少なくとも一方の差分に対応する圧力計測値の計測元となる一対の圧力計測器が配置された配管の位置を異常の発生位置として推定してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 2,
    The abnormality diagnosis unit
    A first inter-sensor water consumption ratio index that indicates an abnormal value among the plurality of inter-sensor water consumption ratio indices when the abnormality is diagnosed from the calculation result of the inter-sensor water consumption ratio index calculation unit. The position of a pipe where a pair of pressure measuring devices serving as measurement sources of pressure measurement values corresponding to at least one of the difference or the second difference is estimated as an abnormality occurrence position. An abnormality detection device for the water supply network.
  4.  請求項2に記載の水道施設網の異常検知装置であって、
     前記異常診断部は、
     前記センサ間水消費量比指標計算部の計算結果が、一定値を示す異常判定値から逸脱している場合、異常有と診断してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 2,
    The abnormality diagnosis unit
    An abnormality detection apparatus for a water supply network characterized by diagnosing that there is an abnormality when a calculation result of the inter-sensor water consumption ratio index calculation unit deviates from an abnormality determination value indicating a constant value.
  5.  請求項2に記載の水道施設網の異常検知装置であって、
     前記いずれかの配水地区に属する複数の圧力計測器の圧力計測値から得られた、周期性を有する複数のセンサ間水消費量比指標をそれぞれ過去のセンサ間水消費量比指標として蓄積するデータ蓄積部を有し、
     前記異常診断部は、
     前記センサ間水消費量比指標計算部の計算結果と前記データ蓄積部に蓄積された過去のセンサ間水消費量比指標から得られた、周期性を有する異常判定値とを比較し、前記センサ間水消費量比指標計算部の計算結果が、前記周期性を有する異常判定値から逸脱している場合、異常の発生と診断してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 2,
    Data for accumulating a plurality of inter-sensor water consumption ratio indicators having periodicity obtained from pressure measurement values of a plurality of pressure measuring instruments belonging to any of the water distribution districts as past inter-sensor water consumption ratio indicators, respectively. Has an accumulator
    The abnormality diagnosis unit
    Comparing the calculation result of the inter-sensor water consumption ratio index calculation unit with the abnormality determination value having periodicity obtained from the past inter-sensor water consumption ratio index stored in the data storage unit, An abnormality detection device for a water supply network characterized by diagnosing the occurrence of an abnormality when a calculation result of an inter-water consumption ratio index calculation unit deviates from the abnormality determination value having the periodicity.
  6.  請求項3に記載の水道施設網の異常検知装置であって、
     前記異常診断部は、
     前記データ入力部に前記水道施設網の運用データ及び前記水道施設網の地図情報システムデータが入力され、前記入力された水道施設網の運用データ及び水道施設網の地図情報システムデータが、前記推定した異常の発生位置を含む配水地区に設置された機器の異常を示す場合には、前記異常の発生の診断を、正常に修正してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 3,
    The abnormality diagnosis unit
    The operation data of the water supply network and the map information system data of the water supply network are input to the data input unit, and the input operation data of the water supply network and the map information system data of the water supply network are estimated. An abnormality detection device for a water supply facility network, wherein when an abnormality of a device installed in a water distribution area including an abnormality occurrence position is indicated, the abnormality diagnosis is corrected normally.
  7.  請求項1に記載の水道施設網の異常検知装置であって、
     前記異常診断部は、
     前記データ入力部に前記水道施設網の顧客データ及び前記水道施設網の地図情報システムデータが入力された場合、前記入力された水道施設網の顧客データ及び水道施設網の地図情報システムデータを基に、前記センサ間水消費量比指標計算部の計算結果の中から、特定の配水地区に属する圧力計測器の圧力計測値から計算されたセンサ間水消費量比指標を選択し、前記選択したセンサ間水消費量比指標を基に、前記特定の配水地区に属する圧力計測器を診断するための異常判定値を生成し、前記生成した異常判定値を用いて、前記特定の配水地区における異常の有無を診断してなることを特徴とする水道施設網の異常検知装置。
    An abnormality detection device for a water supply network according to claim 1,
    The abnormality diagnosis unit
    When customer data of the water supply facility network and map information system data of the water supply facility network are input to the data input unit, based on the input customer data of the water supply facility network and map information system data of the water supply facility network From the calculation results of the inter-sensor water consumption ratio index calculation unit, the inter-sensor water consumption ratio index calculated from the pressure measurement value of the pressure measuring instrument belonging to a specific water distribution area is selected, and the selected sensor Based on the inter-water consumption ratio index, an abnormality determination value for diagnosing the pressure measuring instrument belonging to the specific water distribution area is generated, and the generated abnormality determination value is used to detect an abnormality in the specific water distribution area. An abnormality detection device for a water supply network characterized by diagnosing the presence or absence.
  8.  水を消費者に配送するための配管網と、前記配管網に設置された複数の圧力計測器とを含む1つ以上の配水地区からなる水道施設網における異常の発生を検知する水道施設網の異常検知方法であって、
     前記複数の圧力計測器の圧力計測値を入力するデータ入力ステップと、
     前記データ入力ステップで入力された複数の圧力計測値を基に、前記複数の圧力計測器のうち一対の圧力計測器の圧力計測値の差分を示す第1の差分と、前記複数の圧力計測器のうち少なくとも一方の圧力計測器が前記一対の圧力計測器とは異なる一対の圧力計測器の圧力計測値の差分を示す第2の差分との比を示すセンサ間水消費量比指標を計算する計算ステップと、
     前記計算ステップの計算結果を基に前記複数の圧力計測器のうちいずれかの圧力計測器が配置された配水地区における異常の有無を診断する異常診断ステップと、を有することを特徴とする水道施設網の異常検知方法。
    A water supply network that detects the occurrence of an abnormality in a water supply network comprising one or more water distribution areas including a pipe network for delivering water to consumers and a plurality of pressure measuring devices installed in the pipe network. An anomaly detection method,
    A data input step for inputting pressure measurement values of the plurality of pressure measuring devices;
    Based on the plurality of pressure measurement values input in the data input step, a first difference indicating a difference between pressure measurement values of a pair of pressure measurement devices among the plurality of pressure measurement devices, and the plurality of pressure measurement devices At least one of the pressure measuring instruments calculates an inter-sensor water consumption ratio index indicating a ratio with a second difference indicating a difference in pressure measurement values of a pair of pressure measuring instruments different from the pair of pressure measuring instruments. A calculation step;
    An abnormality diagnosis step of diagnosing the presence or absence of an abnormality in a water distribution area in which any one of the plurality of pressure measuring instruments is arranged based on the calculation result of the calculating step; A method for detecting abnormalities in the net.
  9.  請求項8に記載の水道施設網の異常検知方法であって、
     前記計算ステップでは、
     前記データ入力ステップで入力された複数の圧力計測値であって、計測時間が相異なる複数の圧力計測値を基に、前記第1の差分として複数の第1の差分を計算すると共に、前記第2の差分として複数の第2の差分を計算し、前記計算で得られた各第1の差分と前記計算で得られた各第2の差分との比を示す複数のセンサ間水消費量比指標を計算することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 8,
    In the calculating step,
    Calculating a plurality of first differences as the first difference based on a plurality of pressure measurement values input at the data input step and having different measurement times; A plurality of inter-sensor water consumption ratios indicating a ratio between each of the first differences obtained by the calculation and each of the second differences obtained by the calculation. An abnormality detection method for a water supply network characterized by calculating an index.
  10.  請求項9に記載の水道施設網の異常検知方法であって、
     前記異常診断ステップでは、
     前記計算ステップの計算結果から異常の発生と診断した場合、前記複数のセンサ間水消費量比指標のうち異常値を示すセンサ間水消費量比指標を構成する第1の差分又は第2の差分のうち少なくとも一方の差分に対応する圧力計測値の計測元となる一対の圧力計測器が配置された配管の位置を異常の発生位置として推定することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 9,
    In the abnormality diagnosis step,
    The first difference or the second difference constituting the inter-sensor water consumption ratio index indicating an abnormal value among the plurality of inter-sensor water consumption ratio indices when the abnormality is diagnosed from the calculation result of the calculation step. An abnormality detection method for a water supply network characterized by estimating a position of a pipe in which a pair of pressure measuring devices as a measurement source of a pressure measurement value corresponding to at least one difference among them is disposed as an abnormality occurrence position.
  11.  請求項9に記載の水道施設網の異常検知方法であって、
     前記異常診断ステップでは、
     前記センサ間水消費量比指標計算部の計算結果が、一定値を示す異常判定値から逸脱している場合、異常有と診断することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 9,
    In the abnormality diagnosis step,
    An abnormality detection method for a water supply network characterized by diagnosing that there is an abnormality when a calculation result of the inter-sensor water consumption ratio index calculation unit deviates from an abnormality determination value indicating a constant value.
  12.  請求項9に記載の水道施設網の異常検知方法であって、
     前記いずれかの配水地区に属する複数の圧力計測器の圧力計測値から得られた、周期性を有する複数のセンサ間水消費量比指標をそれぞれ過去のセンサ間水消費量比指標として蓄積するデータ蓄積ステップを有し、
     前記異常診断ステップでは、
     前記計算ステップの計算結果と前記データ蓄積ステップで蓄積された過去のセンサ間水消費量比指標から得られた、周期性を有する異常判定値とを比較し、前記計算ステップの計算結果が、前記周期性を有する異常判定値から逸脱している場合、異常の発生と診断することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 9,
    Data for accumulating a plurality of inter-sensor water consumption ratio indicators having periodicity obtained from pressure measurement values of a plurality of pressure measuring instruments belonging to any of the water distribution districts as past inter-sensor water consumption ratio indicators, respectively. Has an accumulation step,
    In the abnormality diagnosis step,
    The calculation result of the calculation step is compared with the abnormality determination value having periodicity obtained from the past inter-sensor water consumption ratio index stored in the data storage step, and the calculation result of the calculation step is An abnormality detection method for a water supply network characterized by diagnosing the occurrence of an abnormality when deviating from an abnormality determination value having periodicity.
  13.  請求項10に記載の水道施設網の異常検知方法であって、
     前記異常診断ステップでは、
     前記データ入力ステップで、前記水道施設網の運用データ及び前記水道施設網の地図情報システムデータが入力され、前記入力された水道施設網の運用データ及び水道施設網の地図情報システムデータが、前記異常診断ステップで推定した異常の発生位置を含む配水地区に設置された機器の異常を示す場合には、前記異常診断ステップにおける異常の発生の診断を、正常に修正することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 10,
    In the abnormality diagnosis step,
    In the data input step, operation data of the water supply network and map information system data of the water supply network are input, and the input operation data of the water supply network and map information system data of the water supply network are the abnormal A water supply facility network characterized in that when an abnormality of a device installed in a water distribution area including an occurrence position of an abnormality estimated in the diagnosis step is indicated, the diagnosis of the occurrence of the abnormality in the abnormality diagnosis step is corrected normally. Anomaly detection method.
  14.  請求項8に記載の水道施設網の異常検知方法であって、
     前記異常診断ステップでは、
     前記データ入力ステップで前記水道施設網の顧客データ及び前記水道施設網の地図情報システムデータが入力された場合、前記入力された水道施設網の顧客データ及び水道施設網の地図情報システムデータを基に、前記計算ステップの計算結果の中から、特定の配水地区に属する圧力計測器の圧力計測値から計算されたセンサ間水消費量比指標を選択し、前記選択したセンサ間水消費量比指標を基に、前記特定の配水地区に属する圧力計測器を診断するための異常判定値を生成し、前記生成した異常判定値を用いて、前記特定の配水地区における異常の有無を診断することを特徴とする水道施設網の異常検知方法。
    An abnormality detection method for a water supply facility network according to claim 8,
    In the abnormality diagnosis step,
    When customer data of the water supply facility network and map information system data of the water supply facility network are input in the data input step, based on the input customer data of the water supply facility network and map information system data of the water supply facility network The sensor-to-sensor water consumption ratio index calculated from the pressure measurement value of the pressure measuring instrument belonging to the specific water distribution area is selected from the calculation results of the calculation step, and the selected inter-sensor water consumption ratio index is selected. Based on the above, an abnormality determination value for diagnosing a pressure measuring instrument belonging to the specific water distribution area is generated, and the presence or absence of abnormality in the specific water distribution area is diagnosed using the generated abnormality determination value. An abnormality detection method for the water supply network.
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