Method for continuously monitoring leakage of large buried pressure water pipe and booster early warning system

A technology for water pipelines and pressure pipelines, which is applied to water supply pipeline systems, pipeline systems, water supply main pipelines, etc., can solve the problems of short maintenance period, restricted applicable conditions, and low effectiveness of early warning pipe bursting.

Active Publication Date: 2014-02-19
CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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Problems solved by technology

The large-scale buried pressure water pipelines that have been built in my country mainly prevent the occurrence of pipe burst accidents through regular water cut-off and maintenance methods. Due to the long intervals between water cut-off and maintenance of large-scale buried pressure water pipelines (usually once a year), the maintenance period Short, the method of stopping water for maintenance cannot effectively prevent pipe bursts. Although some buried pressure water pipelines newly built or under construction in my country have moni

Method used

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Embodiment Construction

[0018] This large-scale buried pressure water pipeline leakage continuous monitoring method, the method is based on the pressure water pipeline leakage process will produce jet flow, pipeline vibration, howling and pressure changes in the pipe phenomenon; this continuous monitoring method, including The following steps:

[0019] (1) Arrange continuous monitoring signal acquisition equipment in the large pressure water pipeline, and arrange signal measurement and analysis equipment outside the pipeline;

[0020] (2) Measure the basic signal data of vibration, strain, sound wave and pressure change of the monitored pressure water pipeline under normal operating conditions; simulate the leakage process of the monitored pressure water pipeline, and measure the vibration, Characteristic signal data of strain, howling and water pressure change;

[0021] (3) Analyze the monitoring data, establish a model reflecting the working behavior of the monitored pipeline, determine the hazard...

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Abstract

The invention discloses a method for continuously monitoring the leakage of a large buried pressure water pipe. The method comprises the steps that (1), continuously-monitored signal collection equipment is arranged inside the large buried pressure water pipe, and signal measurement and analysis equipment is arranged outside the pipe; (2), basic signal data of vibration, strain, sound waves and pressure changes when the monitored pressure water pipe operates under the normal working condition are measured, the leakage process of the monitored pressure water pipe is simulated, and characteristic signal data of vibration, strain, squeal and water pressure changes in the leakage process are measured; (3), the monitored data are analyzed, a model for reflecting the working state of the monitored pipe is built, the degree of hazard level and an early warning threshold are determined, and an analysis judgment module and a dangerous case issuing module are developed; (4), the monitored pressure water pipe is monitored continuously, and when the hazard level reaches the early warning threshold, an early warning is given.

Description

technical field [0001] The invention is applicable to the technical field of safety monitoring of large-scale pressure water pipelines, relates to cross-basin water diversion projects, water conservancy and hydropower projects, and municipal engineering, and is also applicable to pressure pipelines or pressure vessels for transporting or storing other liquid or gaseous substances in petrochemical industries. The safety monitoring specifically relates to a continuous monitoring method for leakage of a large buried pressure water pipeline and a pipe burst early warning system. Background technique [0002] In order to solve people's livelihood water conservancy and ensure water supply in large and medium-sized cities, my country has built a large number of water diversion projects such as diverting Luanluan to Tianjin, Dongshen water supply, and diverting Dali to Qin. There are also large-scale cross-basin water diversion projects under construction and proposed South-to-North ...

Claims

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Application Information

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IPC IPC(8): E03B7/02F17D5/02
Inventor 朱新民卢正超冯少孔陈春浩金可礼刘亦兵黎利兵姜云辉商峰李良庚黄涛赵丽娜
Owner CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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