CN105605429A - Method for managing urban water supply pipes - Google Patents

Method for managing urban water supply pipes Download PDF

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Publication number
CN105605429A
CN105605429A CN201511003999.6A CN201511003999A CN105605429A CN 105605429 A CN105605429 A CN 105605429A CN 201511003999 A CN201511003999 A CN 201511003999A CN 105605429 A CN105605429 A CN 105605429A
Authority
CN
China
Prior art keywords
water supply
water
pipe network
leakage loss
cost
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.)
Pending
Application number
CN201511003999.6A
Other languages
Chinese (zh)
Inventor
汪伟
刘天霁
汪继红
吴立群
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.)
Anhui Haixing Tairui Intelligent Technology Co Ltd
Original Assignee
Anhui Haixing Tairui Intelligent 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 Anhui Haixing Tairui Intelligent Technology Co Ltd filed Critical Anhui Haixing Tairui Intelligent Technology Co Ltd
Priority to CN201511003999.6A priority Critical patent/CN105605429A/en
Publication of CN105605429A publication Critical patent/CN105605429A/en
Pending legal-status Critical Current

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss

Abstract

The invention relates to a method for managing urban water supply pipes. The method comprises the following steps: establishing a water supply pipe network geographic information system to monitor water flow data in a water supply pipe network; placing a sound sensor at each monitoring point of the water supply pipe network to collect noise values of the water supply pipe at each monitoring point in the normal state of the water supply network; calculating the leakage performance index in each pipe network region and the water resource abundance index in each pipe network region in the water supply pipe network, and determining the pipe network regions required to be treated; calculating the active leakage control operation cost and the lost water cost of each leakage point in the network regions required to be treated, and determining the leakage points required to be treated in the network regions required to be treated. The method has the advantages that the water flow data of the pipe network can be monitored, leakage conditions of the water supply pipe network are determined, and leakage treatment strategies are provided, therefore, occurrences of post-event remediation are reduced, and the water loss and the operation cost of the pipe network are lowered.

Description

A kind of city water service pipe management method
Technical field
The present invention relates to feed pipe monitoring technical field, be specifically related to a kind of city water service pipe management method.
Background technology
Water supply network leakage loss is a global problem, and according to bibliographical information, the average pipe network leak rate in the whole world (water yield of missing from pipe network is divided by supplying water inventory) is 35% at present. Therefore, for saving water resource, realize sustainable development, must reduce pipe network leakage loss. The reason that pipe network leakage loss occurs has a lot, as pipe main body breakage, pipeline junction breakage, conduit fittings (lock, valve, fire hydrant etc.) leak etc.
At present the leakage monitoring of pipe network system is often only relied on and checks the leak source that pipe explosion accident has occurred, after booster generation, then adopt remedial measures. But, conventionally occur before pipe explosion accident, having there is the long period in these leak sources, and has caused thus a large amount of water resource loss and economic loss. In addition,, once form pipe explosion accident, tend to the social influence that causes a large amount of water resource waste, economic loss even severe. Therefore, need to provide a kind of system and method that can realize effective management water supply network.
Summary of the invention
The object of the present invention is to provide a kind of city water service pipe management method, can monitor the water flow data of pipe network, determine the leakage loss situation of water supply network, and the processing policy of leakage loss is provided, thereby reduce the generation of afterwards remedying situation, reduced water loss and the operation cost of pipe network.
For achieving the above object, the present invention has adopted following technical scheme:
A kind of city water service pipe management method, is characterized in that, comprises the following steps:
(1) set up Water supply network geographic information system;
(2) water flow data in monitoring water supply network, this water flow data comprises data on flows, pressure data, noise data;
(3) sound transducer is placed in to each monitoring point of water supply network, in the time of water supply network normal condition, gathers the noise numerical value of the feed pipe of each monitoring point;
(4) according to described Water supply network geographic information system, noise numerical value and water flow data, calculate the leakage loss performance indications in each pipe network region in water supply network, and determine the leakage loss level in each pipe network region in water supply network according to described leakage loss performance indications, these leakage loss performance indications comprise the poor index of production and marketing, leakage loss reference index or infrastructure leakage loss index;
(5) calculate the abundant index of water resource in described each pipe network region, and determine according to the leakage loss performance indications in each pipe network region and the abundant index of water resource the pipe network region that needs processing;
(6) calculate active leakage loss control operation cost and the loss water cost of each leak source in required processing pipe network region, determine that according to the active leakage loss control operation cost of described each leak source the processing priority of each leak source is other, and determine according to the active leakage loss control operation cost of each leak source and loss water cost the leak source quantity that needs processing, thereby determine the leak source that needs processing in required processing pipe network region.
As shown from the above technical solution, city water service pipe management method of the present invention, can monitor the water flow data of pipe network, determine the leakage loss situation of water supply network, and the processing policy of leakage loss is provided, thus reduce the generation of afterwards remedying situation, reduce water loss and the operation cost of pipe network. Whole method step is simple and clear, is easy to realize, and can realize monitoring management for water supply network to greatest extent, avoids the waste of water resource, the stability of assure feed water pipe network water supply.
Brief description of the drawings
Fig. 1 is flow chart of steps of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention will be further described:
As shown in Figure 1, a kind of city water service pipe management method, comprises the following steps:
S1: set up Water supply network geographic information system;
S2: the water flow data in monitoring water supply network, this water flow data comprises data on flows, pressure data, noise data;
S3: sound transducer is placed in to each monitoring point of water supply network, gathers the noise numerical value of the feed pipe of each monitoring point in the time of water supply network normal condition;
S4: according to described Water supply network geographic information system, noise numerical value and water flow data, calculate the leakage loss performance indications in each pipe network region in water supply network, and determine the leakage loss level in each pipe network region in water supply network according to described leakage loss performance indications, these leakage loss performance indications comprise the poor index of production and marketing, leakage loss reference index or infrastructure leakage loss index;
S5: calculate the abundant index of water resource in described each pipe network region, and determine according to the leakage loss performance indications in each pipe network region and the abundant index of water resource the pipe network region that needs processing;
S6: the active leakage loss control operation cost and the loss water cost that calculate each leak source in required processing pipe network region, determine that according to the active leakage loss control operation cost of described each leak source the processing priority of each leak source is other, and determine according to the active leakage loss control operation cost of each leak source and loss water cost the leak source quantity that needs processing, thereby determine the leak source that needs processing in required processing pipe network region.
Above-described embodiment is described the preferred embodiment of the present invention; not scope of the present invention is limited; design under the prerequisite of spirit not departing from the present invention; various distortion and improvement that those of ordinary skill in the art make technical scheme of the present invention, all should fall in the definite protection domain of the claims in the present invention book.

Claims (1)

1. a city water service pipe management method, is characterized in that, comprises the following steps:
(1) set up Water supply network geographic information system;
(2) water flow data in monitoring water supply network, this water flow data comprises data on flows, pressure data, noise data;
(3) sound transducer is placed in to each monitoring point of water supply network, in the time of water supply network normal condition, gathers the noise numerical value of the feed pipe of each monitoring point;
(4) according to described Water supply network geographic information system, noise numerical value and water flow data, calculate the leakage loss performance indications in each pipe network region in water supply network, and determine the leakage loss level in each pipe network region in water supply network according to described leakage loss performance indications, these leakage loss performance indications comprise the poor index of production and marketing, leakage loss reference index or infrastructure leakage loss index;
(5) calculate the abundant index of water resource in described each pipe network region, and determine according to the leakage loss performance indications in each pipe network region and the abundant index of water resource the pipe network region that needs processing;
(6) calculate active leakage loss control operation cost and the loss water cost of each leak source in required processing pipe network region, determine that according to the active leakage loss control operation cost of described each leak source the processing priority of each leak source is other, and determine according to the active leakage loss control operation cost of each leak source and loss water cost the leak source quantity that needs processing, thereby determine the leak source that needs processing in required processing pipe network region.
CN201511003999.6A 2015-12-29 2015-12-29 Method for managing urban water supply pipes Pending CN105605429A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511003999.6A CN105605429A (en) 2015-12-29 2015-12-29 Method for managing urban water supply pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511003999.6A CN105605429A (en) 2015-12-29 2015-12-29 Method for managing urban water supply pipes

Publications (1)

Publication Number Publication Date
CN105605429A true CN105605429A (en) 2016-05-25

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511003999.6A Pending CN105605429A (en) 2015-12-29 2015-12-29 Method for managing urban water supply pipes

Country Status (1)

Country Link
CN (1) CN105605429A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106870958A (en) * 2017-03-22 2017-06-20 中国科学院上海微系统与信息技术研究所 A kind of detection of water pressure condition and transfer method and its realize device
CN108830505A (en) * 2018-06-28 2018-11-16 上海交通大学 A kind of booster confining method based on data-driven
CN111006137A (en) * 2019-12-18 2020-04-14 北京无线电计量测试研究所 Water supply pipeline leakage monitoring and leakage positioning method and system
CN111637369A (en) * 2020-06-04 2020-09-08 浙江和达科技股份有限公司 Water supply pipe network anti-seepage maintenance method and maintenance system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56162029A (en) * 1980-05-19 1981-12-12 Hitachi Ltd Water leakage detecting method
AU2009200516A1 (en) * 2008-02-13 2009-08-27 City Of Kitakyushu System for distributing water with diagnosing leakage of water
CN102033969A (en) * 2009-09-29 2011-04-27 Sgi工程有限公司 Water supply network management system and method
CN102072409A (en) * 2009-11-23 2011-05-25 中国科学院生态环境研究中心 Pipe network leakage monitoring method combining leakage probability calculation and recorder monitoring
CN103822098A (en) * 2014-02-25 2014-05-28 上海肯特仪表股份有限公司 Method for monitoring water supply network leakage

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56162029A (en) * 1980-05-19 1981-12-12 Hitachi Ltd Water leakage detecting method
AU2009200516A1 (en) * 2008-02-13 2009-08-27 City Of Kitakyushu System for distributing water with diagnosing leakage of water
CN102033969A (en) * 2009-09-29 2011-04-27 Sgi工程有限公司 Water supply network management system and method
CN102072409A (en) * 2009-11-23 2011-05-25 中国科学院生态环境研究中心 Pipe network leakage monitoring method combining leakage probability calculation and recorder monitoring
CN103822098A (en) * 2014-02-25 2014-05-28 上海肯特仪表股份有限公司 Method for monitoring water supply network leakage

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106870958A (en) * 2017-03-22 2017-06-20 中国科学院上海微系统与信息技术研究所 A kind of detection of water pressure condition and transfer method and its realize device
CN106870958B (en) * 2017-03-22 2019-04-02 上海伟梦物联网科技有限公司 A kind of detection of water pressure condition and transfer method and its realization device
CN108830505A (en) * 2018-06-28 2018-11-16 上海交通大学 A kind of booster confining method based on data-driven
CN111006137A (en) * 2019-12-18 2020-04-14 北京无线电计量测试研究所 Water supply pipeline leakage monitoring and leakage positioning method and system
CN111637369A (en) * 2020-06-04 2020-09-08 浙江和达科技股份有限公司 Water supply pipe network anti-seepage maintenance method and maintenance system
CN111637369B (en) * 2020-06-04 2021-02-05 浙江和达科技股份有限公司 Water supply pipe network anti-seepage maintenance method and maintenance system

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Application publication date: 20160525

RJ01 Rejection of invention patent application after publication