CN109323800B - Dynamic leakage detection system for railway water supply pipe network - Google Patents

Dynamic leakage detection system for railway water supply pipe network Download PDF

Info

Publication number
CN109323800B
CN109323800B CN201811223245.5A CN201811223245A CN109323800B CN 109323800 B CN109323800 B CN 109323800B CN 201811223245 A CN201811223245 A CN 201811223245A CN 109323800 B CN109323800 B CN 109323800B
Authority
CN
China
Prior art keywords
water
water meter
water quantity
remote
meter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201811223245.5A
Other languages
Chinese (zh)
Other versions
CN109323800A (en
Inventor
时京洪
田丰
王勇
时禹贤
石海波
邵东亮
王佳伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Eastern Information Technology Co ltd
Original Assignee
Beijing Eastern Information Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Eastern Information Technology Co ltd filed Critical Beijing Eastern Information Technology Co ltd
Priority to CN201811223245.5A priority Critical patent/CN109323800B/en
Publication of CN109323800A publication Critical patent/CN109323800A/en
Application granted granted Critical
Publication of CN109323800B publication Critical patent/CN109323800B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Examining Or Testing Airtightness (AREA)

Abstract

The invention provides a dynamic leakage detection system for a railway water supply network, which comprises a wireless remote transmission intelligent water meter, a remote transmission module of the water meter, a remote water meter monitoring system and a leakage alarm prompting device, wherein a data reading end of the wireless transmission module of the remote transmission intelligent water meter is connected with an information output end of the wireless remote transmission intelligent water meter; the remote water meter monitoring system acquires a water quantity information value on the wireless remote transmission intelligent water meter through the remote water meter wireless transmission module, and controls the water leakage alarm prompting device to alarm if the calculation and judgment results are matched with the preset alarm standard through calculation and judgment. The leakage detection system provided by the invention can monitor the condition of the water meter in real time, has the advantages of strong leakage detection real-time performance, low difficulty, short leakage detection time, water resource saving and high maintenance reliability of the water pipe network.

Description

Dynamic leakage detection system for railway water supply pipe network
Technical Field
The invention relates to the technical field of train operation and maintenance, in particular to a dynamic leakage detection system for a railway water supply pipe network.
Background
In factories, residential areas, public places and train stations, water supply networks are commonly used to supply water to users in service areas. As the water supply networks of the railway system are distributed, the railway system has the characteristics of multiple fault point types, high fault frequency and the like. Most of water supply pipelines are close to railway lines, water leakage of the pipelines easily affects railway driving safety, the pipelines are laid below the ground surface, the state of the pipelines cannot be checked by visual inspection, water leakage is difficult to find in time, water leakage points are affected by surrounding buildings, and great difficulty is brought to maintenance work.
The conventional exploration of water pipe bursting still stays in a passive leakage detection technical stage, particularly the water pipe bursting and leakage have the defects of large time span from water leakage to water leakage finding, high leakage detection difficulty, high cost, long leakage detection time and serious water waste. The existing water pipe leakage detection is generally carried out by adopting various sensors, including a related leakage detection method, a sound listening leakage detection method, a leakage sound automatic recording monitoring method, a partition leakage detection method and the like.
The existing detection method mainly adopts a passive leak detection method, but because a water supply pipe network of a railway system is complex and special in position, including some over-rail pipelines, soft soil zones and the like, the difficulty in installation and maintenance is high, and the cost is high.
Disclosure of Invention
The invention aims to provide a dynamic leakage detection system for a railway water supply pipe network, which solves the technical problem that the existing railway water supply pipe network leakage detection method is high in leakage detection difficulty and cost, so that the maintenance reliability of the water supply pipe network is low.
In order to achieve the purpose, the invention provides the following technical scheme:
a dynamic leakage detection system for a railway water supply network comprises a wireless remote transmission intelligent water meter, a remote transmission water meter wireless transmission module, a remote water meter monitoring system and a leakage alarm prompting device, wherein a data reading end of the remote transmission water meter wireless transmission module is connected with an information output end of the wireless remote transmission intelligent water meter, an information input end of the remote water meter monitoring system is connected with an information transmission end of the remote transmission water meter wireless transmission module, and an output end of the remote water meter monitoring system is connected with the leakage alarm prompting device; the remote water meter monitoring system acquires a water quantity information value on the wireless remote transmission intelligent water meter through a remote water meter wireless transmission module, and controls the water leakage alarm prompting device to alarm if the calculation and judgment results are matched with a preset alarm standard after calculation and judgment;
the wireless remote transmission intelligent water meter comprises a main system wireless remote transmission water meter arranged on a main system water supply pipeline on a railway station, a branch system wireless remote transmission water meter arranged on a branch system water supply pipeline and a branch system wireless remote transmission water meter arranged on a branch system water supply pipeline.
In a preferred embodiment, the calculation and determination process of the remote water meter monitoring system specifically includes: the method comprises the steps of real-time judgment of the water quantity difference of a main system and a sub system, judgment of the water quantity of a local system, judgment of the water quantity of the upstream and the downstream of a key pipeline, judgment of the water quantity of a single water meter, judgment of the water quantity of a bus without a bus plug section and judgment of the water quantity of two ends of an annular pipe network.
In a preferred embodiment, the formula for real-time determining the water content difference between the total system and the subsystem is specifically:
water quantity of the Q total system-sigma Q subsystem is more than water quantity of the Q total system multiplied by N1;
the water quantity judgment formula of the local system is specifically as follows:
water quantity of the Q local total system-Sigma Q local subsystem is more than water quantity of the Q local total system multiplied by N2;
the formula for judging the water quantity upstream and downstream of the key pipeline is specifically as follows:
q upstream pipeline water volume-Q downstream pipeline water volume > H;
the water quantity judgment formula of the single water meter is as follows:
the water quantity of the Q single water meter is more than the monthly average water quantity on the Q single water meter multiplied by N;
the formula for judging the water quantity of the passenger car without the car stop specifically comprises the following steps:
q has no water meter water volume of the vehicle section > K;
the specific formula for judging the water quantity at two ends of the annular pipe network is as follows: firstly, judging whether the water meters at two ends of the annular pipe network are in positive rotation or reverse rotation, if so, judging that the formula is as follows:
q ring 1+ Q ring 2> the monthly average water quantity on the Q ring multiplied by N;
if the inversion is true, the judgment formula is as follows:
ring Q1-ring Q2 > average monthly water quantity on ring Q multiplied by N;
n, N1, N2 and H, K are set system error loss empirical coefficients.
In a preferred embodiment, the single water meter water amount determination formula specifically includes:
and (4) a night period: the water quantity of the single Q water meter at night is more than the average monthly water quantity of the single Q water meter at night multiplied by N3;
in the same time period: water quantity of a single water meter in the same time period Q is larger than monthly average water quantity on the single water meter in the same time period Q multiplied by N4;
different time periods: water quantity of a single water meter in different periods of Q > average monthly water quantity on the single water meter in different periods of Q multiplied by N5;
wherein, N3, N4 and N5 are set system error loss empirical coefficients.
In a preferred embodiment, the preset alarm standard is that if the total and sub-system water quantity difference real-time judgment formula, the local system water quantity judgment formula, the key pipeline upstream and downstream water quantity judgment formula, the night section judgment formula in single water meter water quantity judgment, the same time period judgment formula, the different time period judgment formula, and the passenger car bolt non-vehicle section water quantity judgment formula and the annular pipe network two-end water quantity judgment formula, in the specified same region, any two formulas are established, then the remote water meter monitoring system controls the water leakage alarm prompting device to alarm.
In a preferred embodiment, the key pipeline specifically comprises an over-rail pipeline or a loose soil zone or a collapsible loess zone or a high fill area pipeline.
In a preferred embodiment, the water leakage alarm prompting device comprises a buzzer or an indicator light.
Compared with the prior art, the dynamic leakage detection system for the railway water supply network has the advantages that the remote water meter monitoring system can monitor the water quantity information values of the wireless remote transmission intelligent water meters in real time, calculate the water quantity difference according to a plurality of judgment standards, and analyze and judge whether the water supply network leaks or not by combining the system error water quantity loss value. The leakage detection system provided by the invention can monitor the condition of the water meter in real time, has high leakage detection accuracy, low difficulty and short leakage detection time, and saves water resources. Meanwhile, water quantity information value data of each water meter can be scientifically and effectively managed and uploaded, and water leakage statistics, leakage detection data reports, analysis curves and the like can be automatically generated. In addition, according to the pipeline water leakage condition, a pipeline water leakage statistical table or a pipeline overhaul suggestion table is generated in the remote water meter monitoring system, and data support is provided for the overhaul of the railway water supply network conveniently.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic diagram of the dynamic leak detection system of a railway water supply pipe network according to the present invention;
fig. 2 is a schematic diagram of the distribution structure of wireless remote water meters in the dynamic leakage detection system of the railway water supply pipe network.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it is to be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, a dynamic leakage detection system for a railway water supply network according to the present invention is described, which comprises a wireless remote-transmission intelligent water meter, a wireless transmission module of the remote-transmission water meter, a remote water meter monitoring system and a leakage alarm prompting device, wherein a data reading end of the wireless transmission module of the remote-transmission water meter is connected to an information output end of the wireless remote-transmission intelligent water meter, an information input end of the remote water meter monitoring system is connected to an information transmission end of the wireless transmission module of the remote-transmission water meter, and an output end of the remote water meter monitoring system is connected to the leakage alarm prompting device. The remote water meter monitoring system firstly obtains a water quantity information value on the wireless remote transmission intelligent water meter through a remote transmission water meter wireless transmission module, and then calculates and judges, and controls the water leakage alarm prompting device to alarm if the calculation and judgment results are matched with a preset alarm standard;
the wireless remote transmission intelligent water meter comprises a main system wireless remote transmission water meter arranged on a main system water supply pipeline on a railway station, and each sub system wireless remote transmission water meter arranged on the sub system water supply pipeline.
The remote water meter monitoring system comprises a communication unit, an extraction unit, a calculation unit, a judgment unit, a time unit, a storage unit and a display unit.
Specifically, the calculation and judgment process of the remote water meter monitoring system specifically includes: the method comprises the steps of real-time judgment of the water quantity difference of a main system and a sub system, judgment of the water quantity of a local system, judgment of the water quantity of the upstream and the downstream of a key pipeline, judgment of the water quantity of a single water meter, judgment of the water quantity of a bus without a bus plug section and judgment of the water quantity of two ends of an annular pipe network.
Specifically, the railway water pipe network can be distributed into a main system water supply pipeline, the main system water supply pipeline is divided into a plurality of branch system water supply pipelines, and each branch system water supply pipeline can be divided into a plurality of branch system water supply pipelines or more.
The real-time water quantity difference judging formula of the total system and the subsystem is specifically as follows:
water quantity of the Q total system-sigma Q subsystem is more than water quantity of the Q total system multiplied by N1;
in the formula, the water quantity of the Q total system is a wireless remote transmission water meter water quantity information value on a water supply pipeline of the total system, the water quantities of the sigma Q subsystems are sums of wireless remote transmission water meter water quantity information values on water supply pipelines of all the subsystems, and if the difference between the two values is larger than the product of the wireless remote transmission water meter water quantity information value on the water supply pipeline of the total system and the system error loss rate, the formula is established.
The formula for judging the water quantity of the local system is specifically as follows:
water quantity of the Q local total system-Sigma Q local subsystem is more than water quantity of the Q local total system multiplied by N2;
dividing the whole water pipe network into a plurality of local parts, and selecting a local pipe network for monitoring. Similarly, the difference between the Q local total system water quantity information value and the Q local sub-system water quantity information value is larger than the product of the wireless remote water meter water quantity information value on the water supply pipeline of the local total system and the system error loss rate, and then the formula is established.
The formula for judging the water quantity upstream and downstream of the key pipeline is specifically as follows:
q upstream pipeline water volume-Q downstream pipeline water volume > H;
the above formula is to select a specific certain critical pipeline, and if the difference between the water amount of the Q upstream pipeline and the water amount of the Q downstream pipeline of the critical pipeline is greater than the system error loss, the formula is established.
The water quantity judgment formula of the single water meter is as follows:
the water quantity of the Q single water meter is more than the monthly average water quantity on the Q single water meter multiplied by N;
the formula for judging the water quantity of the passenger car without the car stop is as follows:
q has no water meter water volume of the vehicle section > K;
in the above determination process, in the night time when the bus is not tied for a vehicle, the water amount information value of the wireless remote water meter should be zero when the system error loss is ignored, and if the water amount information value of the wireless remote water meter is greater than the system error loss, the formula is established.
The specific formula for judging the water quantity at the two ends of the annular pipe network is as follows: firstly, judging whether the water meters at two ends of the annular pipe network are in positive rotation or reverse rotation, if so, judging that the formula is as follows:
q ring 1+ Q ring 2> the monthly average water quantity on the Q ring multiplied by N;
if the inversion is true, the judgment formula is as follows:
ring Q1-ring Q2 > average monthly water quantity on ring Q multiplied by N;
wherein: the average water quantity of the ring Q in the previous month is the average water quantity at two ends of the annular pipe network in the previous month;
in the above determination process, for the ring-shaped pipe network, because two ends of the ring-shaped pipe network are respectively provided with a wireless remote water meter, and because of the relation of pressure difference between the two ends, the water meter may rotate forwards or backwards, and when calculating the water amount, if the water amount is rotating forwards, the water meter is a Q ring 1+ a Q ring 2; if inverted, Q-ring 1-Q-ring 2.
N, N1, N2 and H, K are set system error loss empirical coefficients.
Wherein, the above-mentioned single water gauge water yield judgement formula specifically includes:
and (4) a night period: the water quantity of the single Q water meter at night is more than the average monthly water quantity of the single Q water meter at night multiplied by N3;
in the same time period: water quantity of a single water meter in the same time period Q is larger than monthly average water quantity on the single water meter in the same time period Q multiplied by N4;
different time periods: water quantity of a single water meter in different periods of Q > average monthly water quantity on the single water meter in different periods of Q multiplied by N5;
wherein, N3, N4 and N5 are set system error loss empirical coefficients.
When the water quantities at the two ends of the annular pipe network are judged, the water quantity judgment formula is divided into three time periods of night, the same time period and different time periods.
And the Q is water quantity, the unit is ton, and the remote water meter monitoring system acquires and calculates the Q at regular time.
The N1, N2, N3, N4, N5, and H, K are all set system error losses, which are empirical coefficients and need to be preset in the remote water meter monitoring system.
In this embodiment, the empirical coefficients are all the water loss due to the system error of 1 hour, that is, every 1 hour, the remote water meter monitoring system collects the water information value of each water meter and calculates and judges the water information value once.
The set empirical coefficient values of the water loss of the system error in 1 hour are respectively as follows: n1 ═ 5%; n2 ═ 5%; n3 ═ 30%; n4 ═ 40%; n5 ═ 50%; h1 (ton); k is 2 (ton). The N is specifically N3, N4 and N5.
The preset alarm standard is that if any two formulas in the total and sub system water quantity difference real-time judgment formula, the local system water quantity judgment formula, the upstream and downstream water quantity judgment formula of the key pipeline, the night section judgment formula in single water meter water quantity judgment, the same time section judgment formula and the different time section judgment formula, and the passenger car bolt non-vehicle section water quantity judgment formula and the water quantity judgment formulas at two ends of the annular pipe network are established in the specified same area, the remote water meter monitoring system controls the water leakage alarm prompting device to alarm.
The alarm information specifically displays that the pipeline corresponding to the wireless remote transmission intelligent water meter with the corresponding number leaks.
The key pipelines specifically comprise key main pipelines such as over-rail pipelines, soft soil zones, collapsible loess zones and pipelines in high fill areas.
Preferably, the water leakage alarm device includes a buzzer or an indicator light. Meanwhile, the water leakage alarm prompt also comprises computer alarm and voice prompt in the remote water meter monitoring system.
The wireless remote transmission intelligent water meter is preferably selected from DN50 wireless intelligent water meter (YST/WWM-50), DN65 wireless intelligent water meter (YST/WWM-65), DN80 wireless intelligent water meter (YST/WWM-80), DN100 wireless intelligent water meter (YST/WWM-100), DN150 wireless intelligent water meter (YST/WWM-150), DN200 wireless intelligent water meter (YST/WWM-200), DN250 wireless intelligent water meter (YST/WWM-250) and DN300 wireless intelligent water meter (YST/WWM-300).
The wireless transmission module of the remote water meter comprises a relay station arranged in each area with the radius of 200 and 400 meters, and the wireless intelligent water meter in the area carries out wireless communication through the relay station. The preferable product model of the relay station is YST/WTS-R.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and all the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (3)

1. The utility model provides a railway water supply pipe network developments system of leaking hunting which characterized in that: the remote water meter monitoring system comprises a wireless remote transmission intelligent water meter, a remote water meter wireless transmission module, a remote water meter monitoring system and a water leakage alarm prompting device, wherein a data reading end of the remote water meter wireless transmission module is connected with an information output end of the wireless remote transmission intelligent water meter, an information input end of the remote water meter monitoring system is connected with an information transmission end of the remote water meter wireless transmission module, and an output end of the remote water meter monitoring system is connected with the water leakage alarm prompting device; the remote water meter monitoring system acquires a water quantity information value on the wireless remote transmission intelligent water meter through a remote water meter wireless transmission module, and controls the water leakage alarm prompting device to alarm if the calculation and judgment results are matched with a preset alarm standard after calculation and judgment;
the wireless remote transmission intelligent water meter comprises a main system wireless remote transmission water meter arranged on a main system water supply pipeline on a railway station, a subsystem wireless remote transmission water meter arranged on a subsystem water supply pipeline and a subsystem wireless remote transmission water meter arranged on a subsystem water supply pipeline;
the calculation and judgment process of the remote water meter monitoring system specifically comprises the following steps: the method comprises the steps of judging the water quantity difference of a main system and a sub system in real time, judging the water quantity of a local system, judging the water quantity of the upstream and downstream key pipelines, judging the water quantity of a single water meter, judging the water quantity of a bus without a bus plug section and judging the water quantities of two ends of an annular pipe network;
the real-time judging formula of the water quantity difference of the total system and the subsystem is specifically as follows:
water quantity of the Q total system-sigma Q subsystem is more than water quantity of the Q total system multiplied by N1;
the water quantity judgment formula of the local system is specifically as follows:
water quantity of the Q local total system-Sigma Q local subsystem is more than water quantity of the Q local total system multiplied by N2;
the formula for judging the water quantity upstream and downstream of the key pipeline is specifically as follows:
q upstream pipeline water volume-Q downstream pipeline water volume > H;
the water quantity judgment formula of the single water meter is as follows:
the water quantity of the Q single water meter is more than the monthly average water quantity on the Q single water meter multiplied by N;
the formula for judging the water quantity of the passenger car without the car stop specifically comprises the following steps:
q has no water meter water volume of the vehicle section > K;
the specific formula for judging the water quantity at two ends of the annular pipe network is as follows: firstly, judging whether the water meters at two ends of the annular pipe network are in positive rotation or reverse rotation, if so, judging that the formula is as follows:
q ring 1+ Q ring 2> the monthly average water quantity on the Q ring multiplied by N;
if the inversion is true, the judgment formula is as follows:
ring Q1-ring Q2 > average monthly water quantity on ring Q multiplied by N;
wherein N, N1, N2 and H, K are set system error loss empirical coefficients;
the single water meter water quantity judgment formula specifically comprises:
and (4) a night period: the water quantity of the single Q water meter at night is more than the average monthly water quantity of the single Q water meter at night multiplied by N3;
in the same time period: water quantity of a single water meter in the same time period Q is larger than monthly average water quantity on the single water meter in the same time period Q multiplied by N4;
different time periods: water quantity of a single water meter in different periods of Q > average monthly water quantity on the single water meter in different periods of Q multiplied by N5;
wherein, N3, N4 and N5 are set system error loss empirical coefficients;
the preset alarm standard is that if the total and sub-system water quantity difference real-time judgment formula, the local system water quantity judgment formula, the key pipeline upstream and downstream water quantity judgment formula, the night section judgment formula in single water meter water quantity judgment, the same time period judgment formula and the different time period judgment formula, and in the passenger car bolt non-vehicle section water quantity judgment formula and the annular pipe network two-end water quantity judgment formula, any two formulas in the specified same region are established, then the remote water meter monitoring system controls the water leakage alarm prompting device to alarm.
2. The dynamic leak hunting system for a railway water supply pipe network as claimed in claim 1, wherein: the key pipelines specifically comprise over-rail pipelines or soil soft zones or collapsible loess zones or pipelines in high fill areas.
3. The dynamic leak hunting system for a railway water supply pipe network as claimed in claim 1, wherein: the water leakage alarm prompting device comprises a buzzer or an indicator lamp.
CN201811223245.5A 2018-10-19 2018-10-19 Dynamic leakage detection system for railway water supply pipe network Active CN109323800B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811223245.5A CN109323800B (en) 2018-10-19 2018-10-19 Dynamic leakage detection system for railway water supply pipe network

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811223245.5A CN109323800B (en) 2018-10-19 2018-10-19 Dynamic leakage detection system for railway water supply pipe network

Publications (2)

Publication Number Publication Date
CN109323800A CN109323800A (en) 2019-02-12
CN109323800B true CN109323800B (en) 2021-02-05

Family

ID=65261905

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811223245.5A Active CN109323800B (en) 2018-10-19 2018-10-19 Dynamic leakage detection system for railway water supply pipe network

Country Status (1)

Country Link
CN (1) CN109323800B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111772483B (en) * 2020-06-30 2022-03-25 中车青岛四方机车车辆股份有限公司 Control method and device of water dispenser

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2419026C2 (en) * 2004-12-23 2011-05-20 Эндресс + Хаузер Method of automated determination of remaining service life of renewable power source for flow metre in pipeline system
CN202899218U (en) * 2012-09-17 2013-04-24 杭州华恒水业工程有限公司 Water-leakage monitoring device for water supply pipe network system
CN203422655U (en) * 2013-08-20 2014-02-05 苏州科技学院 Water supply pipeline water-saving monitoring system
CN106895268A (en) * 2017-03-28 2017-06-27 智润科技有限公司 Set up the method and monitoring system of tree structure leakage loss condition monitoring pipe network
CN107061997A (en) * 2017-03-28 2017-08-18 智润科技有限公司 Set up the method and monitoring system of multichannel water-supply structure leakage loss condition monitoring pipe network

Also Published As

Publication number Publication date
CN109323800A (en) 2019-02-12

Similar Documents

Publication Publication Date Title
WO2022105340A1 (en) Sound wave-based pipe monitoring system, and monitoring method
CN108984873B (en) Water supply network real-time leakage detection method, device, system and storage medium
Farah et al. Leakage detection using smart water system: Combination of water balance and automated minimum night flow
CN104236626B (en) The integrated on-line monitoring system of drainage pipeline liquid level and flow
US20240184959A1 (en) Sewage pipe network hydraulic model building method based on three-dimensional geographic information
CN109708009B (en) Device and method for positioning different water leakage amounts of water supply pipeline
CN110925605A (en) Intelligent alarm system and method for leakage of underground water pipe
CN113836622A (en) Drainage pipe network information management and comprehensive application system based on GIS + BIM
Loureiro et al. A new approach to improve water loss control using smart metering data
JPH0896039A (en) Water pipeline information management device
CN109323800B (en) Dynamic leakage detection system for railway water supply pipe network
WO2019007497A1 (en) Non-intrusive vibrational method and apparatus of a centralized system for water distribution network pipelines' leak detection and monitoring
CN112985713A (en) Pipe network leakage monitoring method and system based on edge calculation
CN103591996A (en) Early warning and emergency responding device and method for waterlogging of separation-system rainwater pipe networks
CN110848578B (en) PDD model-based existing leakage positioning method for urban water supply pipe network
Amoatey et al. Leakage estimation in water networks based on two categories of night-time users: a case study of a developing country network
CN103557911A (en) On-line detection method, system and device of natural gas trade metering equipment
CN112801550A (en) Comprehensive supervision, monitoring and emergency management platform system for transmission and distribution pipe network and accessory facilities
EP3405764B1 (en) Method for fluid flow measurement for a discrete area of a fluid supply network
CN111914220A (en) Urban gas pipe network leakage risk factor failure probability calculation method and device
CN114372411B (en) Three-stage disease diagnosis method for inspection, leakage detection and reconstruction of water supply pipe network
CN107784148A (en) A kind of gathering line crash rate appraisal procedure and device
CN205155583U (en) City network of rivers pipeline leakage loss monitoring system
CN113802671A (en) Method for reducing water leakage risk based on drainage reconstruction
CN112377821A (en) Pipeline leakage troubleshooting method and system based on intelligent water meter platform big data

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Shi Jinghong

Inventor after: Tian Feng

Inventor after: Wang Yong

Inventor after: Shi Yuxian

Inventor after: Shi Haibo

Inventor after: Shao Dongliang

Inventor after: Wang Jiawei

Inventor before: Shi Jinghong

Inventor before: Wang Yong

Inventor before: Shi Yuxian

Inventor before: Shi Haibo

Inventor before: Shao Dongliang

Inventor before: Wang Jiawei

GR01 Patent grant
GR01 Patent grant