Method for building multi-way water supply structure leakage condition monitoring pipe network and monitoring system
A technology for monitoring pipes and water supply pipes, applied in pipeline systems, mechanical equipment, gas/liquid distribution and storage, etc., can solve the problems of uncertain water flow direction, low monitoring efficiency, leakage, etc., and achieve timely detection of leakage. Easy maintenance and high monitoring efficiency
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Embodiment 1
[0042] This embodiment is a method for establishing a multi-channel water supply structure leakage monitoring pipeline network, which is characterized in that it includes the following steps:
[0043] Step 1: Delineate a number of different monitoring areas according to the direction of the existing urban water supply network;
[0044] In each monitoring area, multiple water supply pipes are directly or indirectly connected to form a water supply network unit. The water supply network unit in each monitoring area has multiple water inlets and outlets; the water supply network units in each monitoring area are connected to each other through corresponding water inlets and outlets to form a network Describe the urban water supply network,
[0045] Among the water supply pipes in each water supply network unit, the pipe whose two ends are directly connected with the two water inlets and outlets is the main pipe A1, and each main pipe A1 is directly branched out and has one end di...
example 1
[0070] Through system data monitoring, it is found that the net inflow of water in the monitoring area is 75 cubic meters per hour, while the sum of the unit water volume data collected from the intelligent remote water meter B2 of each branch is 70 cubic meters per hour, and the water volume is unbalanced , the calculation shows that the leakage rate of the main pipeline A1 is 6.6%, which exceeds the set warning leakage rate, so the leakage of the main pipeline A1 is suspected and further analysis of the leakage is carried out; Use the pressure change value and time difference to locate the leakage site of the main pipeline A1 where the leakage occurs, and finally assign corresponding personnel to find the specific leakage point and take corresponding measures in time.
[0071] Example 2:
[0072] Through system data monitoring, it is found that the net inflow of water in the monitoring area is 80 cubic meters per hour, and the sum of the unit water volume data collected from...
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