Monitoring method of water network

Abstract

The invention discloses a monitoring method of a water network. The monitoring method comprises the following steps: establishing first hydraulic model data according to the amount of water required by all areas of a water network configuration diagram and the attribute data of a pipe network component; obtaining monitoring data at a specific position on the water network at different time periods of different seasons and comparing with the first hydraulic model data so as to correct the first hydraulic model data and obtain a hydraulic model database containing a plurality of second hydraulic model data; then selecting the corresponding second hydraulic model data according to a current season and a time period to compare with the monitoring data, and giving out a warning signal when comparison results are abnormal. Thereby, the comparison results of monitoring of the water network can be more accurate.

Description

technical field [0001] The invention relates to the field of water network monitoring, and more particularly relates to a water network monitoring method using different hydraulic models according to time periods. Background technique [0002] Along with the economic growth of the country, the development of urbanization is constantly accelerating, and the penetration rate of tap water is increasing rapidly. Due to the intricate distribution of the tap water network, and the lack of scientific basis for the current layout and planning of the water network, it is difficult to manage the water network. When an accident occurs, the scope of influence is large and the processing time is long, which affects the rights and interests of tap water users. [0003] With the advancement of science and technology, there are remote pipe network monitoring systems on the market. The current pipe network monitoring system will display the monitoring data monitored by its multiple monitorin...

AI Technical Summary

Problems solved by technology

In this way, the processing time cannot be effectively reduced

[0004] In addition, the basis for the comparison of the monitoring data of the current water network is to use a single hydraulic model data for comparison at any time, but the actual water demand of the water network is Changes with different time periods, only using a single hydraulic model data for comparison will make the comparison results inaccurate, and there is a possibility of misjudgment, which will cause subsequent processing troubles

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