Intelligent optimization method and system for water resource allocation of water conservancy project

Abstract

The invention discloses an intelligent optimization method and system for water resource allocation of a water conservancy project, and belongs to the technical field of water resource allocation, and the method comprises the specific implementation steps: collecting the total demand of all regions in the service range of the water conservancy project for the required water in an adjustment period; according to the water resource allocation method and system, the water resource allocation time is shortened, the actually-measured water pressure and water temperature of each area in all the water utilization areas are obtained, the basic allocation amount F, the adjustment amount T and the final allocation amount ZF of each area are calculated and output, and the basic allocation amount F, the adjustment amount T and the final allocation amount ZF are automatically input to the next adjustment period of the water conservancy project. According to the intelligent configuration mode, dynamic changes of water pressure and water temperature conditions in the operation process of the water conservancy project can be rapidly adapted, each area can obtain the water amount matched with the actual requirement, waste of water resources is reduced, the overall utilization efficiency is improved, and the scientificity and reliability of water conservancy project water resource configuration are improved through the intelligent configuration mode.

Description

Technical Field

[0001] The present invention relates to the technical field of water resources allocation, and particularly to an intelligent optimization method and system for water resources allocation in water conservancy projects. Background Art

[0002] With the rapid development of the economic society and the continuous growth of the population, the rational allocation of water resources has become a key issue in the field of water conservancy projects.

[0003] Traditional water resources allocation methods for water conservancy projects often rely on experience and static data, lacking effective consideration of real-time changing factors. Specifically, in the actual operation of water conservancy projects, the water demand in different regions changes dynamically. At the same time, factors such as water pressure and water temperature also have an important impact on the effective utilization and distribution of water resources. For example, insufficient water pressure leads to difficult water supply in some regions, and too low water temperature affects some industrial production processes and the experience of domestic water use. However, most of the existing water resources allocation methods fail to comprehensively and real-time consider these factors, resulting in unreasonable water resources allocation and unable to meet the diverse water demands of each region. Summary of the Invention

[0004] The technical problem to be solved by the present invention is that there are disadvantages in the prior art such as lack of comprehensive consideration of multiple factors, insufficient real-time performance, and limited optimization and adjustment capabilities. For this reason, we propose an intelligent optimization method and system for water resources allocation in water conservancy projects.

[0005] The technical solution mainly is: an intelligent optimization method for water resources allocation in water conservancy projects, and the specific implementation steps include:

[0006] S1: Collect the total demand for water volume required by all regions within the service scope of the water conservancy project during the adjustment period, and obtain the actually measured water pressure and water temperature of each region in all water use regions;

[0007] S2: Based on the total demand and the water demand distribution weights of each region in all water use regions, calculate and output the basic allocation amount F of each region;

[0008] S3: Based on the basic value and the actually measured water pressure, calculate and output the adjustment amount T of each region under the influence of the water pressure factor;

[0009] S4: Based on the basic value, the adjustment amount, and the actually measured water temperature, calculate and output the final allocation amount ZF of each region under the influence of the water temperature factor;

[0010] S5: Based on the final allocation amount ZF, and automatically input the final allocation amount ZF calculated and output for each region in all water use regions into the next adjustment period of the water conservancy project respectively;

[0011] Among them, the adjustment period includes one day and one week, and the specific cycle length to be adjusted is manually set according to needs.

[0012] Preferably, the calculation formula for the basic allocation amount F based on the above S2 is as follows:

[0013] F = ZX × q;

[0014] Where:

[0015] F is the basic allocation amount;

[0016] ZX is the total water demand. ZX refers to the total water volume expected to be used in all water use areas within the service scope of this water conservancy project during the adjustment period;

[0017] q is the regional weight, and q reflects the degree of water use demand in each area among all water use areas;

[0018] The value range of the regional weight q is between 0 and 1, and the sum of the weights of all water use areas within the service scope of this water conservancy project is 1.

[0019] Preferably, the calculation formula for the adjustment amount T based on the above S3 is as follows:

[0020] ;

[0021] Where:

[0022] T is the adjustment amount;

[0023] SY is the actual water pressure. SY represents the water pressure value measured in real time in each area among all water use areas;

[0024] BY is the standard water pressure. BY reflects the water pressure value for normal water use under the design requirements of the water conservancy project;

[0025] The result of reflects the adjustment factor based on the water pressure difference, specifically as follows:

[0026] When the actual water pressure SY < the standard water pressure BY, it indicates that the water allocation amount in this area needs to be increased;

[0027] When the actual water pressure SY > the standard water pressure BY, it indicates that the water allocation amount in this area needs to be reduced;

[0028] When the actual water pressure SY = the standard water pressure BY, it indicates that this area should maintain the basic allocation amount F.

[0029] Preferably, the calculation formula for the final allocation amount ZF based on the above S4 is as follows:

[0030] ;

[0031] Where:

[0032] ZF is the final allocation volume;

[0033] BW is the standard water temperature, and BW represents the water temperature suitable for water use under the design requirements of water conservancy projects;

[0034] SW is the actual water temperature, and SW reflects the water temperature values measured in real time in each area of all water use areas;

[0035] When the actual water temperature SW < the standard water temperature BW, it indicates that the water allocation volume in this area needs to be increased, that is The result is greater than 1;

[0036] When the actual water temperature SW > the standard water temperature BW, it indicates that the water allocation volume in this area needs to be reduced, that is The result is less than 1;

[0037] When the actual water temperature SW = the standard water temperature BW, it indicates that the final allocation volume ZF in this area is equal to the result of, that is The result is equal to 1.

[0038] Preferably, based on the result of the actual water pressure SY and the standard water pressure BY, the specific description is as follows:

[0039] When the actual water pressure SY < the standard water pressure BY, then to increase the water allocation volume;

[0040] When the actual water pressure SY > the standard water pressure BY, then to reduce the water allocation volume;

[0041] When the actual water pressure SY = the standard water pressure BY, then and can both maintain the basic allocation volume F.

[0042] The technical solution is mainly: an intelligent optimization system for water resources allocation in water conservancy projects, including: a data acquisition module, a transmission module, a calculation module, and a control module;

[0043] The data acquisition module is used to measure and collect the actual water pressure SY, the actual water temperature SW in each area, and collect the total water demand ZX of all water use areas, the area weight q of each area, the standard water pressure BY, and the standard water temperature BW;

[0044] The transmission module is used to transmit the collected and calculated data;

[0045] The calculation module is used to run the calculation of the basic allocation volume F, the adjustment volume T, and the final allocation volume ZF;

[0046] The control module is used to perform control allocation according to the final allocation amount ZF.

[0047] Preferably, the devices used by the data acquisition module include a water pressure sensor, a water temperature sensor, a flow sensor, and a storage device;

[0048] The devices used by the transmission module include data transmission devices;

[0049] The devices used by the calculation module include a server;

[0050] The devices used by the control module include a programmable logic controller.

[0051] Technical effects and advantages of the present invention:

[0052] In the present invention, firstly, the total water demand ZX and the regional weight q are comprehensively considered to determine a reasonable basic allocation amount F for each region, so as to ensure that the initial allocation of water resources among different regions is more in line with the actual demand. Secondly, the water pressure factor is taken into account. According to the difference between the actual water pressure SY and the standard water pressure BY, the adjustment amount T is accurately calculated and the basic allocation amount F is corrected in a timely manner to ensure the stable water pressure and normal water use in each region. Finally, the water temperature factor is combined, and the water volume after the water pressure adjustment, that is, the final allocation amount ZF, is comprehensively considered, and re-optimized allocation is carried out accordingly, making the water resource allocation more scientific and reasonable. And this multi-factor comprehensive optimization configuration method effectively improves the utilization efficiency of water resources and the accuracy of allocation.

[0053] In the present invention, the system collects water pressure and water temperature data in real time, and calculates the adjustment amount T and the final allocation amount ZF in real time. For the situation where the water pressure and water temperature change, the system can quickly respond and adjust the water resource allocation plan in a timely manner. This real-time dynamic adjustment ability solves the problem of insufficient real-time performance in the prior art and ensures that each region can obtain an appropriate water volume supply under different working conditions.

[0054] In addition, the present system has a unique adaptive cyclic optimization mechanism, which is specifically realized by comparing the sum of the final allocation amounts ZF with the total water demand ZX. If a deviation is found, the regional weight q is adjusted and recalculated. This cyclic optimization process enables the system to continuously adapt to the changes in the actual situation and continuously optimize the water resource allocation plan, overcoming the defect of limited optimization and adjustment ability in the prior art and realizing the dynamic and continuous optimization of water resource configuration. Description of the Drawings

[0055] Figure 1 It is the method flow chart of the intelligent optimization method for water resource allocation of this water conservancy project;

[0056] Figure 2Schematic diagram of the overall structure of the intelligent optimization system for water resources allocation of this water conservancy project;

[0057] Figure 3 Schematic diagram under the influence of water pressure factor in the present invention;

[0058] Figure 4 Schematic diagram under the influence of water temperature factor in the present invention. Detailed implementation manners

[0059] Now, the present invention will be further described in detail with reference to the accompanying drawings and preferred embodiments.

[0060] Referring to Figures 1 - 4 as shown, the present invention provides a technical solution: an intelligent optimization method for water resources allocation of a water conservancy project, and the specific implementation steps include:

[0061] S1: Collect the total demand for water volume in all regions within the service scope of the water conservancy project during the adjustment period, and obtain the actually measured water pressure and water temperature in each region among all water-using regions;

[0062] S2: Based on the total demand and the water demand distribution weights of each region among all water-using regions, calculate and output the basic allocation volume F of each region;

[0063] S3: Based on the basic value and the actually measured water pressure, calculate and output the adjustment volume T of each region under the influence of the water pressure factor;

[0064] S4: Based on the basic value, the adjustment volume and the actually measured water temperature, calculate and output the final allocation volume ZF of each region under the influence of the water temperature factor;

[0065] S5: Based on the final allocation volume ZF, and automatically input the final allocation volume ZF calculated and output for each region among all water-using regions into the next adjustment period of the water conservancy project respectively;

[0066] Among them, the adjustment period includes one day and one week, and the specific cycle length to be adjusted is manually set according to needs.

[0067] The present invention provides another technical solution: an intelligent optimization system for water resources allocation of a water conservancy project, including: a data acquisition module, a transmission module, a calculation module and a control module;

[0068] The data acquisition module is used to measure and collect the actual water pressure SY, the actual water temperature SW of each region, and collect the total water demand ZX of all water-using regions, the regional weight q of each region, the standard water pressure BY, and the standard water temperature BW;

[0069] The transmission module is used to transmit the collected and calculated data;

[0070] The calculation module is used to run the calculation of the basic allocation quantity F, adjustment quantity T, and final allocation quantity ZF;

[0071] The control module is used to perform control allocation according to the final allocation quantity ZF;

[0072] The devices used by the data acquisition module include a water pressure sensor, a water temperature sensor, a flow sensor, and a storage device;

[0073] The devices used by the transmission module include data transmission devices;

[0074] The devices used by the calculation module include a server;

[0075] The devices used by the control module include a programmable logic controller.

[0076] In this embodiment, the water pressure sensor, water temperature sensor, and flow sensor are used to collect the actual water pressure SY, actual water temperature SW, and water consumption data of each area in the water conservancy project in real time, and the data is transmitted to the data acquisition module of the intelligent optimization system through the transmission module. At the same time, according to the water use requirements of each area, the weight value of each area is determined in the area weight setting unit of the data acquisition module, and the water use requirements of each area are collected and integrated to obtain the total water demand ZX. The calculation module of the intelligent optimization system calculates based on the data collected by the data acquisition module, specifically calculates and outputs the basic allocation quantity F, adjustment quantity T, and final allocation quantity ZF of each area. Finally, the control module realizes the reasonable allocation of water resources according to the finally determined allocation plan, that is, the final allocation quantity ZF, ensures that the water use requirements of each area are met, and improves the utilization efficiency of water resources.

[0077] Refer to Figure 1 As shown, in this implementation plan: The calculation formula for the basic allocation quantity F based on S2 is as follows:

[0078] F = ZX × q;

[0079] Where:

[0080] F is the basic allocation quantity;

[0081] ZX is the total water demand, which refers to the total water volume expected to be used by all water use areas within the service scope of this water conservancy project during the adjustment period;

[0082] q is the area weight, and q reflects the degree of water use requirements of each area among all water use areas;

[0083] The value range of the area weight q is between 0 and 1, and the sum of the weights of all water use areas within the service scope of this water conservancy project is 1.

[0084] In this embodiment, the ZX×q calculation part is used to determine the initial water resources amount that should be allocated to each region without considering other complex factors. Among them, the total water demand ZX represents the total water demand within the service scope of the entire water conservancy project. The regional weight q is determined according to the water demand degree of different regions. Multiplying the total water demand ZX by the regional weight q is because the weight reflects the relative importance and water demand proportion of this region in the whole. Specifically, if the weight of one region is 0.2, it means that this region should obtain 20% of the total water demand ZX for water resources allocation. In this way, the water resources can be initially allocated according to the characteristics of each region, providing a basis for subsequent optimization. And directly obtaining the basic allocation amount F of each region is the starting value for subsequent adjustment considering factors such as water pressure and water temperature, and it is the basic data for the entire water resources allocation calculation.

[0085] In actual application, due to factors such as population quantity and industrial structure in different regions, there are differences in their water demands and importance. The regional weight q synthesizes these factors. Specifically, the central business district of the city has a dense population and frequent industrial activities, so the water demand is high and the weight is high. Through F = ZX×q, a relatively large basic allocation amount F can be obtained to ensure its water demand. While in remote mountainous areas, the population is small and the industry is relatively single, so the water demand is low and the weight is low. Through F = ZX×q, a relatively small amount of water will be allocated, making the water resources allocation more in line with the actual demand and avoiding the unreasonable allocation method of "one-size-fits-all".

[0086] The basic allocation amount F is the starting value for subsequent adjustment considering complex factors such as water pressure and water temperature. Only when the basic allocation is reasonable, the subsequent adjustments based on this can be more targeted and effective, ensuring the stability and reliability of the entire water resources allocation process.

[0087] Refer to Figure 1 and Figure 3 As shown, in this implementation plan: Based on S3, the calculation formula for the adjustment amount T is as follows:

[0088] ;

[0089] Among them:

[0090] T is the adjustment amount;

[0091] SY is the actual water pressure, and SY represents the water pressure values measured in real time for each region among all water use regions;

[0092] BY is the standard water pressure, and BY reflects the water pressure value for normal water use under the design requirements of the water conservancy project;

[0093] The result of reflects the adjustment factor based on the water pressure difference, specifically as follows:

[0094] When the actual water pressure SY < the standard water pressure BY, it indicates that the water distribution in this area needs to be increased;

[0095] When the actual water pressure SY > the standard water pressure BY, it indicates that the water distribution in this area needs to be reduced;

[0096] When the actual water pressure SY = the standard water pressure BY, it indicates that the basic distribution volume F should be maintained in this area.

[0097] In this embodiment, The calculation part takes the absolute value of the relative difference degree of water pressure to ensure that the subsequent calculation of the adjustment amount T is not affected by the positive or negative of the water pressure difference, only focusing on the size of the difference. Whether the actual water pressure SY is higher or lower than the standard water pressure BY, after taking the absolute value, this value is always positive, which is convenient for subsequent multiplication operations with other parameters to determine the size of the adjustment amount T. In the calculation part, F is the basic distribution volume. The multiplication of the two means that the water volume is adjusted according to a certain proportion of the basic distribution volume F, and this proportion is determined by the water pressure difference;

[0098] The difference between the actual water pressure SY and the standard water pressure BY directly affects the water use experience and effect. By calculating the calculation part |, the degree of deviation of the water pressure from the standard can be accurately measured, and multiplying by the basic distribution volume F can obtain the approximate water volume to be adjusted due to the water pressure difference, realizing a more precise adjustment amount. Specifically, when the actual water pressure SY is lower than the standard water pressure BY, the water distribution in this area needs to be increased to increase the water pressure. On the contrary, when the actual water pressure SY is higher than the standard water pressure BY, the water distribution needs to be reduced to ensure the stable water pressure in each area and meet the normal water use requirements.

[0099] Referring to Figure 1 and Figure 4 as shown, in this implementation plan: based on the above S4, the calculation formula for the final distribution volume ZF is as follows:

[0100] ;

[0101] Where:

[0102] ZF is the final distribution volume;

[0103] BW is the standard water temperature, and BW represents the water temperature suitable for water use under the design requirements of the water conservancy project;

[0104] SW is the actual water temperature, and SW reflects the water temperature values measured in real time in each area of all water use areas;

[0105] When the actual water temperature SW < the standard water temperature BW, it indicates that the water distribution in this area needs to be increased, that is the result is greater than 1;

[0106] When the actual water temperature SW > the standard water temperature BW, it indicates that the water distribution volume in this area needs to be reduced, that is The result is less than 1;

[0107] When the actual water temperature SW = the standard water temperature BW, it indicates that the final distribution volume ZF in this area is equal to the result of, that is The result is equal to 1;

[0108] Based on the result of the actual water pressure SY and the standard water pressure BY, for the specific description is as follows:

[0109] When the actual water pressure SY < the standard water pressure BY, then to increase the water distribution volume;

[0110] When the actual water pressure SY > the standard water pressure BY, then to reduce the water distribution volume;

[0111] When the actual water pressure SY = the standard water pressure BY, then and both can maintain the basic distribution volume F.

[0112] In this embodiment, The calculation part can calculate the water resource distribution volume of each area after considering the adjustment of the water pressure factor. Among them, the basic distribution volume F is the preliminary water distribution volume, and the adjustment volume T is the correction of the basic distribution volume according to the water pressure difference. Adding / subtracting the two gives the water volume that should be distributed in each area after considering the influence of the water pressure. Here, it should be noted that since when calculating the adjustment volume T, using the calculation of the absolute value ensures the positive performance of the result and the adjustment volume T. Therefore, it is necessary to determine again according to the comparison between the actual water pressure SY and the standard water pressure BY the plus / minus sign in the calculation part. Specifically, when the actual water pressure SY is lower than the standard water pressure BY, indicating that the water distribution volume needs to be increased, the calculation of the calculation part is , reflecting that this area needs to consider the water pressure factor to increase the water distribution. When the actual water pressure SY is higher than the standard water pressure BY, indicating that the water distribution volume needs to be reduced, the calculation of the calculation part is , reflecting that this area needs to consider the water pressure factor to reduce the water distribution. When the actual water pressure SY is equal to the standard water pressure BY, indicating that the water distribution volume needs to be increased, the plus / minus results in the calculation part are the same, that is and , reflecting that this area does not need to consider the water pressure factor to increase and reduce the water distribution. Thus The calculation part provides an intermediate result that has considered the water pressure adjustment for subsequent consideration of water temperature factors, and is the basis for further calculating the final allocation quantity ZF;

[0113] The calculation part measures the relative relationship between the actual water temperature SW and the standard water temperature BW to determine the adjustment ratio of water volume allocation due to water temperature differences. Among them, the standard water temperature BW is the suitable water temperature for water use designed in the water conservancy project, and the actual water temperature SW is the water temperature measured in real time. Dividing the standard water temperature BW by the actual water temperature SW, the obtained ratio reflects the difference between the actual water temperature SW and the standard water temperature BW. Specifically, if the standard water temperature BW is higher than the actual water temperature S, it means that the actual water temperature SW is lower than the standard water temperature BW, and the allocated water volume needs to be appropriately increased. Then The result of the calculation part is always a positive value of more than one, which ensures that without changing On the basis of the result of the calculation part, the allocated increased water volume is adjusted to cooperate with the influence of water temperature factors. If the standard water temperature BW is lower than the actual water temperature S, it means that the actual water temperature SW is higher than the standard water temperature BW, and the allocated water volume needs to be appropriately reduced. Then The result of the calculation part is always a positive value of less than one, which On the basis of the result of the calculation part, it is multiplied to reduce The result of the calculation part to cooperate with the influence of water temperature factors. If the standard water temperature BW is equal to the actual water temperature S, it means that the actual water temperature SW and the standard water temperature BW are the same, and there is no need to increase or decrease the allocated water volume. Then The result of the calculation part is always 1, and The result of the calculation part is the final allocation quantity ZF. Thus, the water pressure and water temperature factors are comprehensively considered, and the actual water resources quantity to be allocated to each region is finally determined;

[0114] It should be noted that the water temperature will affect the water use effect, and different water use scenarios have different requirements for water temperature. The ratio of the standard water temperature BW to the actual water temperature SW reflects the difference between the two. Multiplying by The calculation part can adjust the final allocation quantity ZF according to the water temperature change. When the actual water temperature SW is lower than the standard water temperature SW, the allocated water volume is appropriately increased to compensate for the inconvenience caused by the low water temperature. When the actual water temperature SW is higher than the standard water temperature BW, the allocated water volume is reduced to ensure the reasonable utilization of water resources and improve the matching degree between water resources allocation and actual water use requirements;

[0115] Previously, F = ZX × q and Based on their respective calculation results, the basic allocation amount F, the adjustment amount T, and the water temperature factor are combined to make the final allocation amount ZF more accurately reflect the actual water use demand and working conditions of each region. This way of comprehensively considering multiple factors avoids the limitations of single-factor decision-making and further improves the scientificity and rationality of water resource allocation;

[0116] Over time and with the changes in the actual situation, the water use demand, water pressure, and water temperature factor of each region will change. It is necessary to compare the sum of the final allocation amount ZF with the total water demand ZX. If a deviation is found, the regional weight q is adjusted. If the water use demand of a certain region increases due to industrial development and the sum of the final allocation amount ZF cannot meet the total water demand ZX, the weight of this region is adjusted at this time, and the basic allocation amount F is recalculated to enable the water resource allocation to adapt to the new demand changes in a timely manner and achieve dynamic optimization. This cyclic influence mechanism enables the water resource allocation plan to be continuously iteratively optimized. Each cycle is adjusted based on the latest data and actual situation, gradually reducing the allocation deviation, improving the accuracy and rationality of water resource allocation. Through continuous feedback and adjustment, the system can always maintain a relatively optimal water resource allocation state under different working conditions and demand changes, realizing the efficient utilization and sustainable management of water resources.

[0117] It should be noted that any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall also fall within the protection scope of the present invention.

Claims

1. An intelligent optimization method for water resources allocation in water conservancy projects, characterized in that, The specific implementation steps are as follows: S1: Collect the total demand for water volume in all regions within the service scope of the water conservancy project during the adjustment period, and obtain the actually measured water pressure and water temperature in each region of all water-using regions; S2: Based on the total demand and the distribution weights of water demand in each region of all water-using regions, calculate and output the basic allocation volume F of each region; S3: Based on the basic value and the actually measured water pressure, calculate and output the adjustment volume T of each region under the influence of the water pressure factor; S4: Based on the basic value, the adjustment volume, and the actually measured water temperature, calculate and output the final allocation volume ZF of each region under the influence of the water temperature factor; S5: Based on the final allocation volume ZF, and automatically input the final allocation volume ZF calculated and output in each region of all water-using regions into the next adjustment period of the water conservancy project respectively; Among them, the adjustment period includes one day and one week, and the specific cycle length to be adjusted is manually set according to needs.

2. The intelligent optimization method for water resources allocation in a water conservancy project according to claim 1, characterized in that: Based on the above S2, the calculation formula for the basic allocation volume F is as follows: F = ZX × q; Where: F is the basic allocation volume; ZX is the total water demand. ZX refers to the total expected water consumption volume of all water-using regions within the service scope of this water conservancy project during the adjustment period; q is the regional weight. q reflects the degree of water demand in each region of all water-using regions; The value range of the regional weight q is between 0 and 1, and the sum of the weights of all water-using regions within the service scope of this water conservancy project is 1.

3. An intelligent optimization method for water resources allocation in water conservancy projects according to claim 2, characterized in that: Based on the above S3, the calculation formula for the adjustment volume T is as follows: ； Where: T is the adjustment volume; SY is the actual water pressure. SY represents the water pressure value measured in real time in each region of all water-using regions; BY is the standard water pressure. BY reflects the water pressure value for normal water use under the design requirements of the water conservancy project; The results reflect the adjustment factors based on the water pressure difference, as follows: When the actual water pressure SY < the standard water pressure BY, it indicates that this region needs to increase the allocated water volume; When the actual water pressure SY > the standard water pressure BY, it indicates that this region needs to reduce the allocated water volume; When the actual water pressure SY = the standard water pressure BY, it indicates that this region should maintain the basic allocation volume F.

4. An intelligent optimization method for water resources allocation in a water conservancy project according to claim 3, characterized in that: Based on the above S4, the calculation formula for the final allocation volume ZF is as follows: ； Where: ZF is the final allocation volume; BW is the standard water temperature. BW represents the suitable water temperature under the design requirements of the water conservancy project; SW is the actual water temperature. SW reflects the water temperature value measured in real time in each region of all water-using regions; When the actual water temperature SW < the standard water temperature BW, it indicates that the water distribution needs to be increased in this area, that is The result is greater than 1; When the actual water temperature SW > the standard water temperature BW, it indicates that the water distribution in this area needs to be reduced, that is The result is less than 1; When the actual water temperature SW = the standard water temperature BW, it indicates that the final distribution amount ZF in this area is equal to the result of and the result is equal to 1.

5. The intelligent optimization method for water resources allocation in a water conservancy project according to claim 4, characterized in that: Based on the results of the actual water pressure SY and the standard water pressure BY, for The specific description is as follows: When the actual water pressure SY < the standard water pressure BY, then increase the allocated water volume; When the actual water pressure SY > the standard water pressure BY, then reduce the allocated water volume; When the actual water pressure SY = the standard water pressure BY, then and both can maintain the basic distribution amount F.

6. An intelligent optimization system for implementing the intelligent optimization method of water resources allocation in the water conservancy project according to any one of claims 1-5, characterized in that, It includes a data acquisition module, a transmission module, a calculation module, and a control module; The data acquisition module is used to measure and collect the actual water pressure SY, the actual water temperature SW in each region, and collect the total water demand ZX of all water-using regions, the regional weight q of each region, the standard water pressure BY, and the standard water temperature BW; The transmission module is used to transmit the collected and calculated data; The calculation module is used to run the calculations for the basic allocation volume F, the adjustment volume T, and the final allocation volume ZF; The control module is used to perform control allocation according to the final allocation volume ZF.

7. An intelligent optimization system for water resources allocation of a water conservancy project according to claim 6, characterized in that: The devices used by the data acquisition module include a water pressure sensor, a water temperature sensor, a flow sensor, and a storage device; The devices used by the transmission module include data transmission devices; The devices used by the calculation module include servers; The devices used by the control module include programmable logic controllers.

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