CN115355449A - Monitoring method of pipeline flow, electromagnetic flowmeter and system - Google Patents

Monitoring method of pipeline flow, electromagnetic flowmeter and system Download PDF

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Publication number
CN115355449A
CN115355449A CN202210986095.3A CN202210986095A CN115355449A CN 115355449 A CN115355449 A CN 115355449A CN 202210986095 A CN202210986095 A CN 202210986095A CN 115355449 A CN115355449 A CN 115355449A
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China
Prior art keywords
pipeline
monitoring
flow
water
drainage
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CN202210986095.3A
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Chinese (zh)
Inventor
高超
崔红军
师凯
卢自涛
祝旭
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Shanghai Kent Instrument Co ltd
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Shanghai Kent Instrument Co ltd
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Priority to CN202210986095.3A priority Critical patent/CN115355449A/en
Publication of CN115355449A publication Critical patent/CN115355449A/en
Pending legal-status Critical Current

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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D1/00Pipe-line systems
    • F17D1/08Pipe-line systems for liquids or viscous products
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D3/00Arrangements for supervising or controlling working operations
    • F17D3/01Arrangements for supervising or controlling working operations for controlling, signalling, or supervising the conveyance of a product
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D3/00Arrangements for supervising or controlling working operations
    • F17D3/18Arrangements for supervising or controlling working operations for measuring the quantity of conveyed product
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01FMEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F1/00Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow
    • G01F1/56Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by using electric or magnetic effects
    • G01F1/58Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by using electric or magnetic effects by electromagnetic flowmeters

Abstract

The application relates to a monitoring method of pipeline flow, an electromagnetic flowmeter and a system, wherein the method comprises the following steps: acquiring a monitoring area and a current time point of a pipeline, wherein the monitoring area comprises a living area and an entertainment area; judging whether the current time point is matched with a preset first time period or not; if the current time point is matched with the first time period, acquiring an entertainment area monitoring instruction; monitoring a pipe of the entertainment area based on the entertainment area monitoring instruction; if the current time point is not matched with the first time period, judging whether the current time point is matched with a preset second time period or not; if the current time point is matched with the second time period, acquiring a living area monitoring instruction; monitoring pipelines of the living area based on the living area monitoring instruction; if the current time point is not matched with the second time period, acquiring a command to be monitored; and stopping alarm monitoring on the pipeline of the living area based on the instruction to be monitored. This application has the effect that reduces the error that produces in monitoring process to pipeline flow.

Description

Monitoring method of pipeline flow, electromagnetic flowmeter and system
Technical Field
The application relates to the technical field of flow monitoring, in particular to a method, an electromagnetic flowmeter and a system for monitoring pipeline flow.
Background
The electromagnetic flowmeter measures the flow of conducting fluid based on the electromotive force induced when the conducting fluid passes through external magnetic field by means of electromagnetic induction principle. The electromagnetic flowmeter is widely used in a system for monitoring the pipeline flow, and the pipeline flow can be monitored more conveniently through the electromagnetic flowmeter.
However, in the current process of monitoring the flow of a pipeline, all the monitoring pipelines are usually monitored simultaneously, and since the flow of different pipelines may have differences, a large error may occur in the monitoring result of the flow of the pipeline in the process of monitoring the pipeline simultaneously.
Disclosure of Invention
In order to reduce errors generated in the process of monitoring the pipeline flow, the application provides a pipeline flow monitoring method, an electromagnetic flowmeter and a system.
In a first aspect, the present application provides a method for monitoring a flow rate of a pipeline, which adopts the following technical scheme:
a method of monitoring pipe flow, comprising:
acquiring a monitoring area and a current time point of a pipeline, wherein the monitoring area comprises a living area and an entertainment area;
judging whether the current time point is matched with a preset first time period or not;
if the current time point is matched with the first time period, acquiring an entertainment area monitoring instruction;
monitoring a pipe of the entertainment zone based on the entertainment zone monitoring instructions;
if the current time point is not matched with the first time period, judging whether the current time point is matched with a preset second time period;
if the current time point is matched with the second time period, acquiring a living area monitoring instruction;
monitoring a pipeline of the living quarter based on the living quarter monitoring instructions;
if the current time point is not matched with the second time period, acquiring a command to be monitored;
and stopping performing alarm monitoring on the pipeline of the living area based on the instruction to be monitored.
By adopting the technical scheme, the current time point is matched with the first time period and the second time period, so that the pipeline of an entertainment area or the pipeline of a living area is determined to be monitored, or a monitoring area is not monitored. Through the mode, the flow can be monitored in different areas according to different time points, so that the monitoring time of the pipeline flow can better accord with the flow condition of the corresponding area, and the error generated in the monitoring process of the pipeline flow is reduced.
Preferably, the method further comprises the following steps:
acquiring a monitoring instruction type, wherein the monitoring instruction type comprises the entertainment area monitoring instruction and the living area monitoring instruction;
when the type of the monitoring instruction is determined to be the entertainment area monitoring instruction, acquiring the pipeline monitoring flow of the entertainment area as the entertainment area flow;
judging whether the flow of the entertainment area is larger than a preset first flow or not;
if the flow of the entertainment area is larger than the first flow, acquiring flow leakage warning information of the entertainment area;
when the type of the monitoring instruction is determined to be the living area monitoring instruction, acquiring the pipeline monitoring flow of the living area as the living area flow;
judging whether the living area flow is larger than a preset second flow or not;
and if the living area flow is larger than the second flow, acquiring living area flow leakage warning information.
By adopting the technical scheme, the flow of the corresponding area is determined according to different monitoring instruction types, and then the corresponding warning information is obtained according to the relation between the flow of the entertainment area and the first flow or the relation between the flow of the living area and the second flow, so that the pipeline leakage at the corresponding position can be reminded.
Preferably, after the monitoring of the pipeline of the living area based on the living area monitoring instruction, the method further includes:
acquiring historical water consumption data and historical drainage data for monitoring the pipeline;
obtaining a water-to-drain average ratio based on the historical water usage data and the historical drain data;
acquiring current water consumption and current water displacement within preset time;
obtaining a current water-to-drain ratio based on the current water usage and the current drain;
judging whether the current water consumption-drainage ratio is matched with the average water consumption-drainage ratio or not;
and if not, generating and outputting pipeline flow abnormal information.
By adopting the technical scheme, whether the pipeline is abnormal or not is determined by judging whether the average water consumption-drainage ratio is matched with the current water consumption-drainage ratio or not, and if not, abnormal pipeline flow information is generated and output. Whether the flow of the pipeline is abnormal or not is judged according to the ratio, and the judgment accuracy can be improved.
Preferably, after the generating and outputting the pipeline flow abnormal information, the method includes:
acquiring the historical water consumption in the preset time length based on the historical water consumption data;
acquiring historical drainage quantity in the preset time length based on the historical drainage data;
judging whether the current water consumption is matched with the historical water consumption or not;
if the current water consumption is matched with the historical water consumption, determining that the abnormal information of the pipeline flow is abnormal of the drainage pipeline;
if the current water consumption is not matched with the historical water consumption, judging whether the current water displacement is matched with the historical water displacement or not;
if the current water displacement is matched with the historical water displacement, determining that the pipeline flow abnormal information is abnormal of a water inlet pipeline;
and if the current water displacement is not matched with the historical water displacement, determining that the pipeline flow abnormal information is abnormal of the water inlet and outlet pipeline.
By adopting the technical scheme, if the current water consumption-drainage ratio is larger than the average water consumption-drainage ratio, whether the pipeline flow is abnormal or the water inlet pipeline is abnormal or the water inlet and outlet pipeline is abnormal is determined according to the matching relationship between the current water consumption and the historical water consumption and the matching relationship between the current water drainage and the historical water drainage. Can further determine the reason of the pipeline abnormity
Preferably, after the determining that the abnormal information of the pipeline flow is abnormal of the drainage pipeline, the method further comprises the following steps:
determining the current displacement and the historical displacement;
when the current water displacement is larger than the historical water displacement, the drainage pipeline is actually abnormal to be drainage pipeline leakage;
and when the current water discharge amount is smaller than the historical water discharge amount, the water discharge pipeline is actually blocked abnormally.
By adopting the technical scheme, whether the drainage pipeline is blocked or leaked abnormally is determined according to the current drainage quantity and the historical drainage quantity, and the specific reason of the pipeline abnormity can be further determined.
Preferably, after the determining that the pipe flow abnormality information is an intake pipe abnormality, the method further includes:
determining the current water inflow and the historical water inflow;
when the current water inflow is larger than the historical water inflow, the water inlet pipeline is actually abnormal and is leaked;
and when the current water inflow is smaller than the historical water inflow, the water inlet pipeline is actually blocked if abnormal.
Through adopting above-mentioned technical scheme, according to the size of current inflow and historical inflow, confirm that the inlet channel is unusual for the inlet channel to block up or the inlet channel leaks, can further confirm the unusual concrete reason of pipeline.
Preferably, after the determining that the pipe flow abnormality information is an inlet/outlet pipe abnormality, the method further includes:
acquiring a pressure value of a water inlet pipeline and a pressure value of a water drainage pipeline;
determining the relation between the pressure value of the water inlet pipeline and the water inlet pressure threshold value, and determining the relation between the pressure value of the drainage pipeline and the drainage pressure threshold value;
if the pressure value of the water inlet pipeline is greater than the water inlet pressure threshold value and the pressure value of the drainage pipeline is greater than the drainage pressure threshold value, determining that the water inlet and outlet pipe is abnormal and the water inlet pipeline and the drainage pipeline are simultaneously blocked;
if the pressure value of the water inlet pipeline is larger than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and are water inlet pipeline blockage and drainage pipeline leakage;
if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is larger than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and are water inlet pipeline leakage and drainage pipeline blockage;
and if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and the water inlet pipeline and the drainage pipeline leak simultaneously.
By adopting the technical scheme, the relation between the pressure value of the water inlet pipeline and the water inlet pressure threshold value is determined, the relation between the pressure value of the drainage pipeline and the drainage pressure threshold value is determined, the specific condition that the water inlet pipeline is abnormal is determined, and the judgment accuracy can be further improved.
Preferably, the method further comprises the following steps:
acquiring a monitoring result of the monitoring area;
and generating a monitoring report based on the monitoring result.
By adopting the technical scheme, the monitoring report is obtained according to the monitoring result, and the monitoring data of different monitoring areas can be conveniently checked.
In a second aspect, the present application provides an electromagnetic flowmeter, which adopts the following technical solution:
an electromagnetic flow meter comprising: the flowmeter comprises a measuring guide pipe, a flow sensor and a flowmeter main body which are arranged on the measuring guide pipe, and a display which is in communication connection with the flowmeter main body, wherein the flowmeter main body is electrically connected with the flow sensor and comprises a memory and a processor;
the memory for storing a computer program operable on the processor;
the processor, when running the computer program, can perform any one of the above methods for monitoring a flow rate of a pipeline.
Through adopting above-mentioned technical scheme, part the display with the flowmeter main part, set firmly flowmeter main part and flow sensor on the survey pipe, can reduce the possibility that measured data is disturbed and leads to the inaccurate condition of data measurement to take place, and then improve the accuracy of the monitoring data who obtains. Meanwhile, the memory can store information, and the processor can call the information and send out a control instruction, so that the ordered execution of the program is ensured, and the effect of the scheme is realized.
In a third aspect, the present application provides a monitoring system for pipeline flow, which adopts the following technical solutions:
a monitoring system of pipeline flow, including an above-mentioned electromagnetic flowmeter, still includes:
and the cloud server is connected with the flowmeter main body.
By adopting the technical scheme, the cloud server can receive the monitoring data of the flowmeter main body, and the data are conveniently stored in a cloud mode.
In summary, the present application includes at least one of the following beneficial technical effects:
1. and matching the current time point with the first time period and the second time period so as to determine whether to monitor the pipeline of the entertainment area or the pipeline of the living area or not to monitor the monitoring area. By the mode, the flow can be monitored in different areas according to different time points, so that the monitoring time of the pipeline flow can better accord with the flow condition of the corresponding area, and further the error generated in the process of monitoring the pipeline flow is reduced;
2. and determining the flow of the corresponding area according to different monitoring instruction types, and then obtaining corresponding warning information according to the relation between the flow of the entertainment area and the first flow or according to the relation between the flow of the living area and the second flow, so as to remind the pipeline leakage at the corresponding position.
Drawings
Fig. 1 is a schematic structural diagram of an electromagnetic flowmeter provided in an embodiment of the present application;
fig. 2 is a block diagram of a monitoring system for pipeline flow according to an embodiment of the present disclosure.
Fig. 3 is a schematic flow chart of a method for monitoring a pipeline flow according to an embodiment of the present application;
FIG. 4 is a schematic flow chart of steps S11 to S17 according to an embodiment of the present application;
FIG. 5 is a schematic flow chart of steps S21 to S26 according to an embodiment of the present application;
FIG. 6 is a schematic flow chart of steps S31 to S37 according to an embodiment of the present application;
FIG. 7 is a schematic flowchart of steps S41 to S43 in one embodiment of the present application;
FIG. 8 is a schematic flow chart of steps S51 to S53 according to an embodiment of the present application;
fig. 9 is a schematic flowchart of steps S61 to S66 in an embodiment of the present application.
Description of the reference numerals:
1. a measurement catheter; 2. a flow sensor; 3. a flow meter body; 4. a display; 5. and (4) a cloud server.
Detailed Description
The present application is described in further detail below with reference to figures 1 to 9.
The embodiment of the application discloses electromagnetic flowmeter, refer to fig. 1, include: the flowmeter comprises a measuring conduit 1, a flow sensor 2 and a flowmeter body 3 which are arranged on the measuring conduit 1, and a display 4 which is in communication connection with the flowmeter body 3, wherein the flowmeter body 3 is electrically connected with the flow sensor 2, and the flowmeter body 3 comprises a memory and a processor;
a memory storing a computer program capable of running on the processor. The processor, when running the computer program, can execute the steps of the above-mentioned method for monitoring the flow rate of the pipeline.
Wherein, flowmeter main part 3 and flow sensor 2 pass through shielded wire electric connection, and flowmeter main part 3 and flow sensor 2 all set firmly with measuring pipe 1 on, can reduce the length of the connecting wire between flowmeter main part 3 and the flow sensor 2 through this kind of connected mode to can reduce the line-to-line electric capacity, and then the response speed of signal, improve electromagnetic flowmeter's measurement frequency. By reducing the length of the shield wire, the influence of the ambient magnetic field on the shield wire signal can be reduced, and the accuracy of the measurement data transmitted from the flow sensor 2 to the flowmeter body 3 can be improved.
The flowmeter body 3 is in communication connection with the display 4, and the connection mode can be wired connection through a communication line, such as an RS485 line, or wireless connection through bluetooth connection or other wireless connections. Through this kind of connected mode, when the user used electromagnetic flowmeter to carry out flow monitoring, can install display 4 in other positions, conveniently look over the data of monitoring, when data transmission after 3 processings of flowmeter main part was handled to display 4 simultaneously, it is less to receive environmental factor's influence, and the accuracy of the data of transmission is higher.
Of course, in an implementation manner of the embodiment of the present application, the display 4 can be connected to a plurality of flowmeter main bodies 3, the display 4 is a touch screen, and a user can select monitoring data monitored by different flowmeter main bodies 3 to view by clicking the touch screen. Of course, the display 4 also starts out as a non-touch screen in combination with keys.
The embodiment of the application also discloses a monitoring system for the pipeline flow. Referring to fig. 2, the monitoring system for pipeline flow comprises a plurality of electromagnetic flow meters, and a cloud server 5 connected with the electromagnetic flow meters in communication.
The electromagnetic flow meter can send the monitoring data of pipeline monitoring to the cloud server 5 to can carry out cloud storage to data, the user also can operate on the electromagnetic flow meter simultaneously, thereby look over the monitoring data that different electromagnetic flow meter measured from the cloud server 5.
The embodiment of the application also discloses a method for monitoring the flow of the pipeline.
Referring to fig. 3, the method for monitoring the flow rate of the pipeline includes:
s1, acquiring a monitoring area and a current time point of a pipeline;
s2, judging whether the current time point is matched with a preset first time period or not;
s3, if the current time point is matched with the first time period, acquiring a monitoring instruction of the entertainment area;
s4, monitoring the pipeline of the entertainment area based on the entertainment area monitoring instruction;
s5, if the current time point is not matched with the first time period, judging whether the current time point is matched with a preset second time period;
s6, if the current time point is matched with the second time period, acquiring a living area monitoring instruction;
s7, monitoring pipelines of the living area based on the living area monitoring instruction;
s8, if the current time point is not matched with the second time period, acquiring a command to be monitored;
and S9, stopping performing alarm monitoring on the pipeline of the living area based on the instruction to be monitored.
The peak time and peak area of water use are different for different time periods in different regions. For the living area, the water consumption is more in the daytime, and the water consumption is less when residents rest at night, so that the water consumption peak period for the living area is night. For the entertainment area, more people are in the afternoon to the evening, and less people are in the daytime, so that the low peak time of water consumption in the entertainment area is the morning time.
At this time, the pipeline flow of the living area and the entertainment area is measured at the same time, if the pipeline flow is measured in the low peak period of the water consumption of the living area, the data monitored in the entertainment area is inaccurate, and similarly, the pipeline flow is measured in the low peak period of the water consumption of the entertainment area, the data monitored in the living area is inaccurate.
Therefore, the flow rates of the pipelines in different areas need to be measured respectively, so that the current time point is obtained at this time, and the obtaining mode can be recorded by a timer or a timing system. Simultaneously, a monitoring area of the pipeline is obtained, wherein the monitoring area comprises a living area and an entertainment area. The acquisition mode of the monitoring area can be obtained by a position sensor.
And then judging whether the current time point is matched with a preset first time period, wherein the first time period is the time period of the water consumption peak period of the entertainment area, obtaining historical measurement data in an obtaining mode, then obtaining the starting time and the ending time of the lowest peak of the historical water consumption of the entertainment area, and then taking the starting time, the ending time and the time between the starting time and the ending time as the first time period.
And judging whether the current time point is matched with the first time period, namely judging whether the current time point is positioned between the first time periods, if so, proving that the current time point is matched, and otherwise, judging that the current time point is not matched. If the flow rate of the pipeline in the entertainment area is matched with the flow rate of the pipeline in the entertainment area, the flow rate of the pipeline in the entertainment area can be monitored, so that a monitoring instruction of the entertainment area is obtained at the moment, and the corresponding flow rate sensor is controlled to be electrified to work according to the monitoring instruction of the entertainment area, thereby monitoring the flow rate of the pipeline in the entertainment area.
If not, the monitoring is not suitable for the entertainment area, and then whether the current time point is matched with a preset second time period or not is judged, wherein the second time period is a water consumption peak period of the living area, and the acquisition mode is the same as that of the first time period.
And if the current time point is matched with the second time period, a living area monitoring instruction is obtained, and then the flow sensor of the living area is controlled to be electrified to work according to the living area monitoring instruction, so that the pipeline flow of the living area is monitored.
If the current time point is not matched with the second time period, the current time point is proved to be neither the monitoring time period of the living area nor the monitoring time period of the entertainment area, the instruction to be monitored is obtained at the moment, the flow sensors for monitoring abnormal flow in the living area and the entertainment area are controlled to be not electrified through the instruction to be monitored, the alarm monitoring of the living area and the entertainment area is stopped, and therefore energy can be saved.
It should be understood that the flow sensors that monitor normal flow usage in the living and recreational areas are normally powered on. Therefore, by the mode, the accuracy of monitoring the flow of the pipeline in different areas and different time periods can be improved, and the possibility of the occurrence of flow monitoring error is reduced.
Referring to fig. 4, further, in order to improve the accuracy of determining whether the pipeline flow leaks, in another embodiment, the method for monitoring the pipeline flow further includes:
s11, acquiring a monitoring instruction type;
s12, when the monitoring instruction type is determined to be an entertainment area monitoring instruction, acquiring the pipeline monitoring flow of the entertainment area as the entertainment area flow;
s13, judging whether the flow of the entertainment area is larger than a preset first flow;
s14, if the flow of the entertainment area is larger than the first flow, acquiring flow leakage warning information of the entertainment area;
s15, when the monitoring instruction type is determined to be a living area monitoring instruction, acquiring the pipeline monitoring flow of the living area as the living area flow;
s16, judging whether the flow of the living area is larger than a preset second flow;
and S17, if the flow of the living area is larger than the second flow, acquiring the flow leakage warning information of the living area.
Specifically, the monitoring instruction type is obtained in the process of monitoring the living area or the entertainment area through the monitoring instruction. The monitoring instruction types comprise an entertainment area monitoring instruction and a living area monitoring instruction.
When the monitoring instruction type is determined to be the entertainment area monitoring instruction, the pipeline monitoring flow of the entertainment area is obtained at the moment and is used as the entertainment area flow, and the obtaining mode is that the pipeline flow of the pipeline of the entertainment area in a preset time length is measured through an electromagnetic flowmeter.
And then judging whether the flow of the entertainment area is greater than a preset first flow, wherein the first flow is the maximum flow obtained within a preset time according to historical monitoring data. And the first flow is a range value comprising an upper limit value and a lower limit value, and whether the flow of the entertainment area is greater than the first flow is judged, namely whether the flow of the entertainment area is greater than the upper limit value of the first flow is judged.
If the flow of the entertainment area is larger than the first flow, the fact that the entertainment pipeline is likely to leak is proved, and therefore the flow leakage warning information of the entertainment area is obtained and sent to the corresponding display to be displayed, and therefore relevant workers can be reminded. If the entertainment area traffic is not greater than the first traffic, no processing may be performed at this time.
And when the monitoring instruction type is determined to be a living area monitoring instruction, acquiring the pipeline monitoring flow of the living area as the living area flow, wherein the acquisition mode is the same as the acquisition mode of the entertainment area flow. And then judging whether the flow of the living area is greater than a preset second flow, wherein the second flow is the maximum flow obtained within a preset time according to historical monitoring data. And the second flow is a range value, including an upper limit value and a lower limit value, and whether the living area flow is greater than the second flow is judged, namely whether the living area flow is greater than the upper limit value of the second flow is judged.
If the flow of the living area is larger than the second flow, the fact that the living pipeline is likely to leak is proved, and therefore the flow leakage warning information of the living area is obtained and sent to the corresponding display to be displayed, and therefore relevant workers can be reminded. If the living area flow is not greater than the second flow, no treatment may be performed at this time. Therefore, whether the pipeline in the living area or the entertainment area leaks or not can be determined in time in the mode.
Referring to fig. 5, in order to improve the accuracy of monitoring the abnormal flow rate of the pipeline, in another embodiment, after monitoring the pipeline of the living area based on the living area monitoring instruction, the method further includes:
s21, acquiring historical water consumption data and historical drainage data for monitoring the pipeline;
s22, obtaining an average water-drainage ratio based on historical water use data and historical drainage data;
s23, obtaining the current water consumption and the current water displacement within a preset time length;
s24, obtaining a current water-drainage ratio based on the current water consumption and the current drainage;
s25, judging whether the current water consumption-drainage ratio is matched with the average water consumption-drainage ratio;
and S26, if the flow rate of the pipeline is not matched, generating abnormal information of the flow rate of the pipeline and outputting the abnormal information.
Specifically, after monitoring the pipeline in the living area, it is needless to say that after monitoring the pipeline in the entertainment area, historical water consumption data and historical drainage data for monitoring the pipeline may be obtained, where the historical water consumption data and the historical drainage data are both pre-stored data.
And then obtaining the average ratio of water consumption to water drainage according to the historical water consumption data and the historical water drainage data in a way of obtaining a plurality of ratios of historical water consumption to historical water drainage within the same time length, and then solving the average value of all the obtained ratios, wherein the obtained value is the average ratio of water consumption to water drainage.
Then, the current water consumption and the current water displacement in the preset time are obtained, the preset time can be set according to actual conditions, and the current water consumption and the current water displacement are obtained by measuring according to an electromagnetic flowmeter for measuring the abnormal flow of the pipeline.
And calculating to obtain the current water consumption-drainage ratio according to the current water consumption and the current drainage, namely, dividing the current water consumption by the current drainage to obtain a value, namely the current water consumption-drainage ratio. And then judging whether the current water consumption-drainage ratio is matched with the average water consumption-drainage ratio, wherein the average water consumption-drainage ratio is provided with an upper error limit value and a lower error limit value.
If the current water consumption-drainage ratio is between the upper error limit value and the lower error limit value, the current water consumption-drainage ratio is proved to be matched with the average water consumption-drainage ratio, otherwise, the current water consumption-drainage ratio is not matched. If the two are matched, the pipeline is proved to be not abnormal. If the two are not matched, pipeline flow abnormal information is generated and output to the display at the moment, so that the alarm can be given to the working personnel, the working personnel can go to the corresponding places in time to overhaul the abnormal pipeline, the accuracy of monitoring the pipeline flow abnormity can be guaranteed as far as possible, the safety of pipeline use is improved, and energy is saved.
Referring to fig. 6, in order to further determine the specific situation of the pipeline anomaly, in another embodiment, after generating and outputting the pipeline flow anomaly information, the method includes:
s31, acquiring historical water consumption in a preset time length based on historical water consumption data;
s32, acquiring historical drainage quantity in a preset time period based on historical drainage data;
s33, judging whether the current water consumption is matched with the historical water consumption;
s34, if the current water consumption is matched with the historical water consumption, determining that the abnormal information of the pipeline flow is abnormal of the drainage pipeline;
s35, if the current water consumption is not matched with the historical water consumption, judging whether the current water discharge is matched with the historical water discharge;
s36, if the current water discharge is matched with the historical water discharge, determining that the abnormal information of the pipeline flow is abnormal;
and S37, if the current water discharge amount is not matched with the historical water discharge amount, determining that the abnormal information of the pipeline flow is abnormal in the water inlet and outlet pipeline.
Specifically, after the abnormal information of the pipeline flow is generated and output, the historical water consumption within the preset time length is obtained according to the historical water consumption data, the historical water discharge within the preset time length is obtained according to the historical water discharge data, and of course, the obtained historical water consumption and the obtained historical water discharge are both provided with an upper limit value and a lower limit value.
And then judging whether the current water consumption is matched with the historical water consumption, namely judging whether the current water consumption is between the upper limit value and the lower limit value of the historical water consumption, if so, matching, otherwise, not matching. If the current water consumption is matched with the historical water consumption, and the current water consumption-drainage ratio is larger than the average water consumption-drainage ratio, the fact that the flow passing through the drainage pipeline is changed within the preset time is proved, the fact that the drainage pipeline is abnormal is proved, and the fact that the pipeline flow is abnormal and the water inlet pipeline is not abnormal is determined.
If the current water consumption is not matched with the historical water consumption, whether the current water consumption is matched with the historical water consumption or not is judged, and the judging mode is the same as the judging mode whether the current water consumption is the same as the historical water consumption or not. If the current water displacement is matched with the historical water displacement, the water discharge pipeline is proved to be normal at the moment, and therefore the fact that the water inlet pipeline is abnormal due to the fact that the pipeline flow is abnormal is determined at the moment.
And if the current water displacement is not matched with the historical water displacement, the water inlet pipeline is proved to be abnormal, and the water outlet pipeline is proved to be abnormal at the same time, so that the abnormal information of the pipeline flow is determined to be the abnormal condition of the water inlet and outlet pipeline at the same time. Therefore, by means of the mode, the fact that the pipeline is abnormal, namely the water inlet pipeline or the water drainage pipeline can be further determined, and the accuracy of judgment can be further improved.
Referring to fig. 7, in order to further determine the specific abnormal condition of the drainage pipeline, in another embodiment, after determining that the abnormal information of the pipeline flow is a drainage pipeline abnormality, the method further includes:
s41, determining the current water discharge and the historical water discharge;
s42, if the current water discharge is larger than the historical water discharge, the abnormal condition of the water discharge pipeline is the leakage of the water discharge pipeline;
s43, if the current water discharge is smaller than the historical water discharge, the water discharge pipeline is actually blocked abnormally.
Specifically, after it is determined that the flow rate abnormality information is a drain pipe abnormality, the magnitudes of the current displacement and the historical displacement, both of which are displacements taken within the same period of time, are determined. If the current water discharge is larger than the historical water discharge, the water discharge of the water discharge pipeline is proved to be suddenly increased in the same time, and the water discharge pipeline is proved to be abnormal to be the water discharge pipeline leakage.
If the current water discharge is smaller than the historical water discharge, the water discharge of the water discharge pipeline is proved to be suddenly reduced in the same time, and the water discharge pipeline is proved to be blocked abnormally at the moment. Therefore, the specific reason of the abnormal drainage pipeline can be determined by judging the current drainage quantity and the historical drainage quantity, and the judgment accuracy can be further improved.
Referring to fig. 8, in order to further determine the specific abnormal condition of the water inlet pipe, in another embodiment, after determining that the pipe flow abnormality information is a water inlet pipe abnormality, the method further includes:
s51, determining the current water inflow and the historical water inflow;
s52, if the current water inflow is larger than the historical water inflow, determining that the water inlet pipeline is abnormal and is leakage of the water inlet pipeline;
and S53, if the current water inflow is smaller than the historical water inflow, the water inlet pipeline is actually blocked if the water inlet pipeline is abnormal.
Specifically, after the abnormal flow information is determined to be that the water inlet pipeline is abnormal, the sizes of the current water inflow and the historical water inflow are determined, wherein the current water inflow and the historical water inflow are both water inflow taken from the same time period. If the current water inflow is larger than the historical water inflow, the water inflow of the water inlet pipeline is proved to be suddenly increased in the same time, and the water inlet pipeline is proved to be abnormal to be the leakage of the water inlet pipeline at the moment.
If the current water inflow is smaller than the historical water inflow, the water inflow of the water inlet pipeline is proved to be suddenly reduced in the same time, and the water inlet pipeline is proved to be abnormally blocked by the water inlet pipeline at the moment. Therefore, the specific reasons of the abnormity of the water inlet pipeline can be determined by judging the current water inflow and the historical water inflow, and the judgment accuracy can be further improved.
Referring to fig. 9, when it is determined that both the water inlet pipeline and the water outlet pipeline are abnormal, in order to determine a specific abnormal condition, in another embodiment, after determining that the pipeline flow abnormality information is that the water inlet and outlet pipeline is abnormal, the method further includes:
s61, acquiring a water inlet pipeline pressure value and a drainage pipeline pressure value;
s62, determining the size relation between the pressure value of the water inlet pipeline and the water inlet pressure threshold value, and determining the size relation between the pressure value of the drainage pipeline and the drainage pressure threshold value;
s63, if the pressure value of the water inlet pipeline is greater than the water inlet pressure threshold value and the pressure value of the drainage pipeline is greater than the drainage pressure threshold value, determining that the water inlet and outlet pipeline is abnormal and the water inlet pipeline and the drainage pipeline are simultaneously blocked;
s64, if the pressure value of the water inlet pipeline is larger than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipeline is abnormal to be water inlet pipeline blockage and drainage pipeline leakage;
s65, if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is larger than the drainage pressure threshold value, determining that the water inlet and outlet pipeline is abnormal and is water inlet pipeline leakage and drainage pipeline blockage;
s66, if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and the water inlet pipeline and the drainage pipeline leak simultaneously.
Specifically, after the abnormal information of the pipeline flow is determined to be that the water inlet pipeline and the water outlet pipeline are abnormal, the pressure value of the water inlet pipeline and the pressure value of the water outlet pipeline are obtained, and the obtaining mode can be obtained through measurement of the pressure sensor. And then determining the size relation between the water inlet pipeline pressure value and the water inlet pressure threshold value, and simultaneously determining the relation between the drainage pipeline pressure value and the drainage pressure threshold value, wherein the water inlet pressure threshold value and the drainage pressure threshold value can be set according to actual conditions.
If the pressure value of the water inlet pipeline is larger than the threshold value of the water inlet pressure, the pressure of the water inlet pipeline is increased under the condition that water is supplied by the water supply pump under the same pressure at the moment, and the blockage of the water inlet pipeline is indicated at the moment. And drainage pipe pressure value is greater than drainage pressure threshold value, proves the condition of carrying out the drainage at the same pressure of drain pump this moment, and drainage pipe's pressure also grow shows drainage pipe also is blockked up this moment, therefore confirms that business turn over water pipe is unusual to be that inlet channel and drainage pipe block up simultaneously this moment.
If the pressure value of the water inlet pipeline is larger than the water inlet pressure threshold value, the pressure of the water inlet pipeline is proved to be increased under the condition that the water supply pump supplies water under the same pressure, and the blockage of the water inlet pipeline is proved at the moment. And the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, so that the condition that drainage is carried out under the same pressure of the drainage pump at the moment is proved, the pressure of the drainage pipeline is reduced, and the situation that the drainage pipeline leaks at the moment is indicated, so that the water inlet and outlet pipeline is determined to be blocked and leaked due to the abnormal condition of the water inlet pipeline at the moment.
If the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value, the pressure of the water inlet pipeline is reduced under the condition that the water supply pump supplies water under the same pressure, and the water inlet pipeline leaks. And the drainage pipe pressure value is greater than the drainage pressure threshold value, proves that the condition of drainage is carried out at the same pressure of the drainage pump at the moment, the pressure of the drainage pipe is also increased, and the situation shows that the drainage pipe is blocked, so that the water inlet pipe and the water outlet pipe are determined to be abnormal, namely the water inlet pipe leaks and the drainage pipe is blocked at the moment.
If the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value, the pressure of the water inlet pipeline is reduced under the condition that the water supply pump supplies water under the same pressure, and the water inlet pipeline leaks. And the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, so that the condition that drainage is carried out under the same pressure of the drainage pump at the moment is proved, the pressure of the drainage pipeline is reduced, and the situation that the drainage pipeline leaks at the moment is indicated, so that the water inlet and outlet pipeline is determined to be abnormal and the water inlet pipeline and the drainage pipeline leak simultaneously.
Therefore, by means of the mode, the specific condition that the water inlet and outlet pipeline is abnormal can be further determined, the specific condition is sent to the display to display and alarm, and related workers can conveniently and timely overhaul the pipeline.
Further, in another embodiment, after the electromagnetic flowmeter monitors the flow of the pipeline, the monitoring result of the monitoring area is obtained, and then a monitoring report is generated based on the monitoring result. The monitoring results of different monitoring areas, namely the living area and the entertainment area, are respectively generated into independent monitoring reports, so that the monitoring results of the living area and the entertainment area can be conveniently and independently checked.
The implementation principle of the monitoring method for the pipeline flow in the embodiment of the application is as follows: a monitoring area and a current time point of the pipeline are obtained, wherein the monitoring area comprises a living area and an entertainment area. And then judging whether the current time point is matched with a preset first time period, if so, acquiring an entertainment area monitoring instruction, and monitoring the pipeline of the entertainment area according to the entertainment area monitoring instruction. And if the current time point is not matched with the first time period, judging whether the current time point is matched with a preset second time period or not. And if the matching is carried out, acquiring a living area monitoring instruction, and monitoring the pipeline of the living area according to the living area monitoring instruction. If not, the instruction to be monitored is acquired at the moment, and the pipeline of the living area is stopped being monitored according to the instruction to be monitored. Through the mode, the flow can be monitored in different areas according to different time points, so that the monitoring time of the pipeline flow can better accord with the flow condition of the corresponding area, and the error generated in the monitoring process of the pipeline flow is reduced.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (10)

1. A method of monitoring flow in a pipeline, comprising:
acquiring a monitoring area and a current time point of a pipeline, wherein the monitoring area comprises a living area and an entertainment area;
judging whether the current time point is matched with a preset first time period or not;
if the current time point is matched with the first time period, acquiring an entertainment area monitoring instruction;
monitoring a pipe of the entertainment zone based on the entertainment zone monitoring instructions;
if the current time point is not matched with the first time period, judging whether the current time point is matched with a preset second time period;
if the current time point is matched with the second time period, acquiring a living area monitoring instruction;
monitoring a pipeline of the living quarter based on the living quarter monitoring instructions;
if the current time point is not matched with the second time period, acquiring a command to be monitored;
and stopping performing alarm monitoring on the pipeline of the living area based on the instruction to be monitored.
2. The monitoring method of claim 1, further comprising:
acquiring a monitoring instruction type, wherein the monitoring instruction type comprises the entertainment area monitoring instruction and the living area monitoring instruction;
when the type of the monitoring instruction is determined to be the entertainment area monitoring instruction, acquiring the pipeline monitoring flow of the entertainment area as the entertainment area flow;
judging whether the flow of the entertainment area is larger than a preset first flow or not;
if the flow of the entertainment area is larger than the first flow, acquiring flow leakage warning information of the entertainment area;
when the monitoring instruction type is determined to be the living area monitoring instruction, acquiring the pipeline monitoring flow of the living area as the living area flow;
judging whether the living area flow is larger than a preset second flow or not;
and if the living area flow is larger than the second flow, acquiring living area flow leakage warning information.
3. The monitoring method according to claim 1, further comprising, after the monitoring the pipes of the living area based on the living area monitoring instructions:
acquiring historical water consumption data and historical drainage data for monitoring the pipeline;
obtaining a water-to-drain average ratio based on the historical water usage data and the historical drain data;
acquiring current water consumption and current water displacement within preset time;
obtaining a current water-to-drain ratio based on the current water usage and the current drain;
judging whether the current water consumption-drainage ratio is matched with the average water consumption-drainage ratio or not;
and if not, generating and outputting pipeline flow abnormal information.
4. The monitoring method according to claim 3, wherein after the generating and outputting the pipeline flow abnormity information, the method comprises:
acquiring the historical water consumption in the preset time length based on the historical water consumption data;
acquiring historical drainage quantity in the preset time length based on the historical drainage data;
judging whether the current water consumption is matched with the historical water consumption or not;
if the current water consumption is matched with the historical water consumption, determining that the pipeline flow abnormal information is abnormal of the drainage pipeline;
if the current water consumption is not matched with the historical water consumption, judging whether the current water discharge is matched with the historical water discharge;
if the current water displacement is matched with the historical water displacement, determining that the pipeline flow abnormal information is abnormal of a water inlet pipeline;
and if the current water displacement is not matched with the historical water displacement, determining that the pipeline flow abnormal information is abnormal of the water inlet and outlet pipeline.
5. The method of claim 4, wherein after said determining that said abnormal information of said pipeline flow is an abnormality of said drain pipeline, further comprising:
determining the current displacement and the historical displacement;
when the current water discharge amount is larger than the historical water discharge amount, the water discharge pipeline is actually abnormal and leaks;
and when the current water discharge amount is smaller than the historical water discharge amount, the water discharge pipeline is actually blocked abnormally.
6. The monitoring method according to claim 4, wherein after the determining that the pipe flow anomaly information is an intake pipe anomaly, the method further comprises:
determining the current water inflow and the historical water inflow;
when the current water inflow is larger than the historical water inflow, the water inlet pipeline is actually abnormal and is leaked;
and when the current water inflow is smaller than the historical water inflow, the water inlet pipeline is actually blocked if abnormal.
7. The monitoring method according to claim 4, after determining that the pipe flow abnormality information is an inlet/outlet pipe abnormality, further comprising:
acquiring a pressure value of a water inlet pipeline and a pressure value of a water drainage pipeline;
determining the size relation between the water inlet pipeline pressure value and a water inlet pressure threshold value, and determining the size relation between the drainage pipeline pressure value and a drainage pressure threshold value;
if the pressure value of the water inlet pipeline is greater than the water inlet pressure threshold value and the pressure value of the drainage pipeline is greater than the drainage pressure threshold value, determining that the water inlet and outlet pipe is abnormal and the water inlet pipeline and the drainage pipeline are simultaneously blocked;
if the pressure value of the water inlet pipeline is larger than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and are water inlet pipeline blockage and drainage pipeline leakage;
if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is larger than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and are water inlet pipeline leakage and drainage pipeline blockage;
and if the pressure value of the water inlet pipeline is smaller than the water inlet pressure threshold value and the pressure value of the drainage pipeline is smaller than the drainage pressure threshold value, determining that the water inlet and outlet pipes are abnormal and the water inlet pipeline and the drainage pipeline leak simultaneously.
8. The monitoring method of claim 1, further comprising:
acquiring a monitoring result of the monitoring area;
and generating a monitoring report based on the monitoring result.
9. An electromagnetic flow meter, comprising: the flow meter comprises a measuring guide pipe (1), a flow sensor (2) and a flow meter main body (3) which are arranged on the measuring guide pipe (1), and a display (4) which is in communication connection with the flow meter main body (3), wherein the flow meter main body (3) is electrically connected with the flow sensor (2), and the flow meter main body (3) comprises a memory and a processor;
the memory for storing a computer program operable on the processor;
the processor, when executing the computer program, is capable of performing a method of monitoring a flow rate of a pipeline as claimed in any one of claims 1 to 8.
10. A pipeline flow monitoring system comprising an electromagnetic flowmeter as set forth in claim 9, further comprising:
and the cloud server is connected with the flowmeter main body.
CN202210986095.3A 2022-08-16 2022-08-16 Monitoring method of pipeline flow, electromagnetic flowmeter and system Pending CN115355449A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210986095.3A CN115355449A (en) 2022-08-16 2022-08-16 Monitoring method of pipeline flow, electromagnetic flowmeter and system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210986095.3A CN115355449A (en) 2022-08-16 2022-08-16 Monitoring method of pipeline flow, electromagnetic flowmeter and system

Publications (1)

Publication Number Publication Date
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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117404072A (en) * 2023-12-15 2024-01-16 山东新云鹏电气有限公司 Drilling site management system based on artificial intelligence

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117404072A (en) * 2023-12-15 2024-01-16 山东新云鹏电气有限公司 Drilling site management system based on artificial intelligence
CN117404072B (en) * 2023-12-15 2024-02-23 山东新云鹏电气有限公司 Drilling site management system based on artificial intelligence

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