Secondary water supply optimization method and device for reducing pressure of municipal pipe network

A technology for secondary water supply and municipal pipe network, applied in the configuration of water supply devices, water supply devices, and water supply pools, etc., can solve the problems of increasing energy consumption, increasing the water pressure of water supply in the pipe network, and insufficient water supply, and saving energy. , The effect of reducing the pressure of the water pipe network, reducing the fluctuation of water pressure and water flow rate

Pending Publication Date: 2022-06-03
沣泰水务科技(杭州)有限公司
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention aims to overcome the problems in the prior art that the water supply pressure of the pipe network still needs to be greatly increased and the energy consumption is increased during water supply during the peak water consumption period, and the adjacent secondary water supply systems with similar water properties still have insufficient water supply, and provide A secondary water supply optimization method and device for alleviating municipal pipe network pressure, calculating daily water reference curves and daily average water flow based on...

Method used

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  • Secondary water supply optimization method and device for reducing pressure of municipal pipe network
  • Secondary water supply optimization method and device for reducing pressure of municipal pipe network
  • Secondary water supply optimization method and device for reducing pressure of municipal pipe network

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Embodiment 1

[0033] Embodiment 1. The opening degree of the regulating valve in this embodiment is adjustable. In the embodiment of the present invention, the secondary water supply system in a certain residential area is selected for detailed description. Since there are different floor heights in the residential area, high, medium and low pressure water supply systems are used to supply water from the secondary water supply system to the user side. The pump group supplies water for users on floors of different heights. When collecting historical water supply data, it is necessary to accumulate the water supply data of all pump groups to obtain the historical water supply data of the secondary water supply system.

[0034] Taking the day of the optimized water supply as the base day, the average value of the actual water flow at the same time t 7 days before the base day is selected as the reference flow Q 1 (t), it can be obtained as figure 2 In the reference curve of daily water use s...

Embodiment 2

[0039] Embodiment 2. In this embodiment, on the basis of Embodiment 1, the adjustment valve is changed from adjustable opening to non-adjustable opening, that is, the adjustment valve has only two states: open and closed. In this case, the adjustment valve can be controlled to carry out The water inflow control is realized by the method of intermittent water inflow. T=T1+T2 is a water inflow cycle, where T1 is the water inflow time of the regulating valve, and T2 is the closing time of the regulating valve. The average inflow water flow of the water inflow period T makes the average influent water flow rate of the water inflow period T meet the requirements in the first embodiment, so as to achieve the same water inflow control effect as the first embodiment.

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Abstract

The invention discloses a secondary water supply optimization method for reducing municipal pipe network pressure, which comprises the following steps: S1, collecting historical water supply data, and calculating to obtain a daily water consumption reference curve and a water consumption peak time period; s2, taking the time that the starting time of the water consumption peak period is advanced by a certain advance time amount as the preposed time, and fully storing the water tank in advance from the preposed time; and S3, carrying out peak shifting water inflow stabilizing operation according to the actual water storage amount of the water tank in the water consumption peak period. The invention further discloses a device which comprises a control center, a regulating valve, a flow meter and a liquid level meter. According to the method, a daily water reference curve and daily average water flow are calculated according to historical water supply data, average water replenishing flow is calculated on the basis of the daily average water flow, a water tank is fully filled with the average water replenishing flow in advance before the peak water consumption period, and peak shifting water inflow stabilizing operation is carried out by fully utilizing the adjustable water storage volume of the water tank in the peak water consumption period; therefore, the pressure of a water pipe network during the peak period of water consumption is reduced, water pressure and water flow velocity fluctuation in the pipe network are reduced, and energy consumption is saved.

Description

technical field [0001] The invention relates to the field of secondary water supply system management, in particular to a secondary water supply optimization method and device for reducing the pressure of a municipal pipe network. Background technique [0002] With the rapid development of residential quarters in cities, the importance of secondary water supply systems as ancillary facilities for residential buildings has become increasingly prominent. All are equipped with water tanks as the transfer part between the urban water pipe network and the user's water. In the normal water supply of the urban water pipe network, the most economical water supply flow rate is set, and the energy consumption of providing the same volume of water at the most economical water supply flow rate is the smallest. During the low water consumption period, each residential area connected to the water pipe network consumes less water, and the water supply in the pipe network is greater than t...

Claims

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Application Information

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IPC IPC(8): E03B1/04E03B11/02E03B7/07E03B7/08
CPCE03B1/04E03B11/02E03B7/072E03B7/075E03B7/08Y02A20/00
Inventor 许志释王海涛彭浩
Owner 沣泰水务科技(杭州)有限公司
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