Leakage detection method based on hydraulic model calibration of urban water supply network
A hydraulic model and urban water supply technology, applied in computing models, biological models, instruments, etc., can solve problems such as poor support and maintenance of modeling software packages, high power consumption, and reduced reliability of water delivery
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[0101] Use a simple pipe network to illustrate the process of using the cuckoo optimization algorithm to find the leakage point of the water distribution pipe network. The water distribution pipe network used is as follows Figure 5 shown.
[0102] Assume that the leak area is concentrated and replaced by pressure-dependent injection flow, assuming leaks exist at nodes J-11, J-28 and J-32, and the injection coefficient is 0.8L / s / m 0.5 , the injection index is 0.5. Simulation of the pressures at nodes J-1, J-13, J-19, J-35 and J-9 and the flow rates at links P-40 and P-20 assuming the C value of the Hessian-Williams formula for all pipe sections is 130 The values (shown in Table 1) were used as field observation data to detect three known leak points at nodes J-11, J-28 and J-32.
[0103] Table 1 Data observations of model monitoring points
[0104] the element
Attributes
value
J-1
pressure (m)
40.09
J-13
pressure (m)
38.56 ...
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