Water drainage pipe network configuration and optimization method and terminal equipment
A technology of drainage pipe network and optimization method, applied in the direction of complex mathematical operations, can solve the problems of large amount of calculation and long calculation time, and achieve the effect of narrowing the search range and reducing the computational complexity
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Embodiment 1
[0047] figure 1 A schematic flow diagram of an embodiment of a method for optimizing drainage pipe network layout is shown, which is described in detail as follows:
[0048] Step S101: Obtain the maximum value of the angle between the water surface and the center of the drain pipe according to the preset maximum design fullness, and set the minimum value of the angle between the water surface and the center of the drain pipe to obtain the range of the angle between the water surface and the center of the drain pipe.
[0049] Optionally, the process of obtaining the maximum value of the angle between the water surface and the center of the drainage pipe according to the preset maximum design fullness is:
[0050] According to the formula:
[0051]
[0052] Get the maximum value of the angle between the water surface and the center of the drainage pipe; where, h represents the height of the water surface, D represents the diameter of the pipe, and θ represents the angle betw...
Embodiment 2
[0083] In order to facilitate the understanding of the implementation of the method for optimizing the layout of the drainage pipe network, the present invention also provides specific implementation steps for the method for optimizing the arrangement of the drainage pipe network. see figure 2 , which shows a schematic flow chart of another embodiment of the drainage pipe network layout optimization method, which is described in detail as follows:
[0084] Step S201, given the pipe diameter D value and the flow rate Q value.
[0085] Step S202, take the maximum value θ of the angle between the water surface and the center of the drainage pipe 1 with minimum θ 2 .
[0086] Among them, the maximum value of the angle between the water surface and the center of the drain pipe is determined by the maximum design fullness, and the minimum value of the angle between the water surface and the center of the drain pipe is determined by setting a small value.
[0087] Step S203, cal...
Embodiment 3
[0101] Figure 5 It is a schematic diagram of terminal equipment for optimizing drainage pipe network arrangement provided by an embodiment of the present invention. Such as Figure 5 As shown, the drainage pipe network arrangement optimization terminal device 5 of this embodiment includes: a processor 50, a memory 51, and a computer program 52 stored in the memory 51 and operable on the processor 50, such as a drainage pipe The procedure for determining the value range of the net design slope. When the processor 50 executes the computer program 52, the steps in the above-mentioned embodiments of the drainage pipe network layout optimization method are implemented, such as figure 1 Steps S101 to S105 are shown.
[0102]The drainage pipe network layout optimization terminal device 5 may be computing devices such as desktop computers, notebooks, palmtop computers, and cloud servers. The drainage pipe network arrangement optimization terminal device may include, but not limit...
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