A dma real-time modeling method for urban water supply network
A modeling method and technology for urban water supply, applied in data processing applications, instruments, design optimization/simulation, etc., which can solve large model fitting deviations, cannot reflect changes in pipe network topology, user daily water consumption and water consumption patterns , valve status is not feedback and other problems, to reduce model uncertainty, improve simulation accuracy and dynamic tracking performance
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[0039] An example is given below to describe the specific implementation manner of the present invention in further detail. The object of this example is a small DMA in the water supply network, including 28 nodes, 2 reservoirs, 1 water tank, 1 pumping station, 1 pressure reducing valve, and 34 pipe sections, such as figure 1 shown. For the convenience of explanation, EPANET is selected as the auxiliary software in this example, and the specific implementation process is as follows:
[0040] 1. Establish DMA pipe network model
[0041] Draw the pipe network in EPANET, and ensure that the pipe network model satisfies the basic mass-energy conservation equation. Then add a node next to each external node as a virtual node, here are A1, B1, C1 and D1 respectively, set the basic water demand of the virtual node as 0, and other basic attributes (coordinates, elevation) and A, B, C and D correspond to the same; secondly, add a reservoir outside the virtual nodes A1 and B1 of the ...
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