A smart optimization method and system for water resource allocation in water conservancy projects

Abstract

This invention discloses an intelligent optimization method and system for water resource allocation in water conservancy projects, belonging to the field of water resource allocation technology. Specific implementation steps include collecting the total water demand of all areas within the service scope of the water conservancy project during the adjustment period, obtaining the actual measured water pressure and temperature of each area in all water-using areas, calculating and outputting the basic allocation amount F, adjustment amount T, and final allocation amount ZF for each area, and automatically inputting them into the next adjustment period of the water conservancy project. This invention achieves precise water resource allocation from initial allocation to multi-factor comprehensive adjustment and optimization. It can quickly adapt to the dynamic changes in water pressure and temperature conditions during the operation of the water conservancy project, ensuring that each area receives water matching its actual needs, reducing water waste, and improving overall utilization efficiency. Furthermore, this intelligent allocation method enhances the scientific nature and reliability of water resource allocation in water conservancy projects.

Description

Technical Field

[0001] This invention relates to the field of water resource allocation technology, and in particular to an intelligent optimization method and system for water resource allocation in water conservancy projects. Background Art

[0002] With the rapid development of the economy and 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 engineering.

[0003] Traditional water resource allocation methods in 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, water demand in different regions varies dynamically. At the same time, factors such as water pressure and water temperature also have a significant impact on the effective utilization and allocation of water resources. For example, insufficient water pressure can lead to water supply difficulties in some areas, and excessively low water temperature can affect the water experience of some industrial production processes and residents' daily lives. However, most existing water resource allocation methods fail to comprehensively and in real time consider these factors, resulting in unreasonable water resource allocation and an inability to meet the diverse water needs of different regions. Summary of the Invention

[0004] The technical problem to be solved by this invention is that the existing technology has the disadvantages of lacking comprehensive consideration of multiple factors, insufficient real-time performance, and limited optimization and adjustment capabilities. To address this, we propose an intelligent optimization method and system for water resource allocation in water conservancy projects.

[0005] The main technical solution is: an intelligent optimization method for water resource allocation in water conservancy projects, the specific implementation steps of which include:

[0006] S1: Collect the total water demand of all areas within the service scope of the water conservancy project during the adjustment period, and obtain the actual measured water pressure and water temperature of each area in all water-using areas;

[0007] S2: Based on the total demand and the water demand allocation weight of each area in all water use areas, calculate and output the basic allocation F for each area;

[0008] S3: Based on the baseline value and the actual measured water pressure, calculate and output the adjustment amount T of each area under the influence of water pressure.

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

[0010] S5: Based on the final allocation amount ZF, the final allocation amount ZF calculated and output by each area in all water use areas is automatically input into the next adjustment period of the water conservancy project.

[0011] The adjustment period includes one day or one week, and the specific length of the adjustment cycle is set manually as needed.

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

[0013] F = ZX × q;

[0014] in:

[0015] F is the basic allocation amount;

[0016] ZX represents the total water demand, which refers to the total water consumption expected in all water-using areas within the service area of ​​the water conservancy project during the adjustment period.

[0017] q represents the regional weight, reflecting the water demand level of each region among all water-using regions;

[0018] The regional weight q ranges from 0 to 1, and the sum of the weights of all water-using areas within the service area of ​​the water conservancy project is 1.

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

[0020] ;

[0021] in:

[0022] T represents the adjustment amount;

[0023] SY is the actual water pressure, representing the real-time water pressure value measured in each area of ​​all water-using areas;

[0024] BY stands for standard water pressure, reflecting the water pressure value for normal water use under the design requirements of water conservancy projects.

[0025] The results reflect the adjustment factor based on water pressure differences, as follows:

[0026] When the actual water pressure SY < the standard water pressure BY, it indicates that the area needs to increase the water supply.

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

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

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

[0030] ;

[0031] in:

[0032] ZF represents the final allocation amount;

[0033] BW stands for standard water temperature, representing the suitable water temperature for water use under the design requirements of water conservancy projects.

[0034] SW represents the actual water temperature, reflecting the real-time water temperature values ​​measured in each area across all water usage zones.

[0035] When the actual water temperature SW < the standard water temperature BW, it indicates that the area needs to increase the allocated water volume, i.e. The result is greater than 1;

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

[0037] When the actual water temperature SW equals the standard water temperature BW, it indicates that the final distribution ZF in this area is equal to... The result, namely The result is 1.

[0038] Preferably, based on the results of the actual water pressure SY and the standard water pressure BY, the... The specific explanation is as follows:

[0039] When the actual water pressure SY < the standard water pressure BY, then To increase the amount of water allocated;

[0040] When the actual water pressure SY > the standard water pressure BY, then To reduce the amount of water allocated;

[0041] When the actual water pressure SY = the standard water pressure BY, then as well as Both can maintain the basic allocation amount F.

[0042] The technical solution mainly consists of: an intelligent optimization system for water resource 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, actual water temperature SW, total water demand ZX of all water-using areas, area weight q of each area, standard water pressure BY, and standard water temperature BW of each area.

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

[0045] The calculation module is used to perform calculations on the basic allocation amount F, the adjustment amount T, and the final allocation amount ZF;

[0046] The control module is used to control the allocation based on the final allocation amount ZF.

[0047] Preferably, the data acquisition module uses devices including 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 computing module uses devices including servers;

[0050] The control module uses devices including programmable logic controllers.

[0051] The technical effects and advantages of this invention are as follows:

[0052] In this invention, the total water demand ZX and regional weight q are considered comprehensively to determine a reasonable basic allocation F for each region, ensuring that the initial allocation of water resources among different regions is more in line with actual needs. Secondly, water pressure is taken into consideration. Based on 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 F is corrected in a timely manner to ensure stable water pressure and normal water use in each region. Finally, water temperature is considered in conjunction with the water volume after the water pressure adjustment, i.e., the final allocation ZF, and the allocation is further optimized accordingly, making the allocation of water resources more scientific and reasonable. This multi-factor comprehensive optimization method effectively improves the utilization efficiency and allocation accuracy of water resources.

[0053] In this invention, the system collects water pressure and temperature data in real time and calculates the adjustment amount T and the final allocation amount ZF in real time. In the event of changes in water pressure and temperature, the system can react quickly and adjust the water resource allocation plan in a timely manner. This real-time dynamic adjustment capability solves the problem of insufficient real-time performance in existing technologies and ensures that each area can obtain a suitable water supply under different operating conditions.

[0054] In addition, this system has a unique adaptive cyclic optimization mechanism, which is achieved by comparing the final allocation amount ZF with the total water demand ZX. If a deviation is found, the regional weight q is adjusted and the calculation is recalculated. This cyclic optimization process enables the system to continuously adapt to changes in the actual situation and continuously optimize the water resource allocation scheme. It overcomes the shortcomings of the limited optimization and adjustment capabilities of existing technologies and realizes dynamic and continuous optimization of water resource allocation. Attached Figure Description

[0055] Figure 1 A flowchart illustrating the intelligent optimization method for water resource allocation in this water conservancy project;

[0056] Figure 2A schematic diagram of the overall structure of the intelligent optimization system for water resource allocation in this water conservancy project;

[0057] Figure 3 This is a schematic diagram illustrating the influence of water pressure in this invention;

[0058] Figure 4 This is a schematic diagram illustrating the influence of water temperature in this invention. Detailed Implementation

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

[0060] Reference Figures 1-4 As shown, the present invention provides a technical solution: an intelligent optimization method for water resource allocation in water conservancy projects, the specific implementation steps of which include:

[0061] S1: Collect the total water demand of all areas within the service scope of the water conservancy project during the adjustment period, and obtain the actual measured water pressure and water temperature of each area in all water-using areas;

[0062] S2: Based on the total demand and the water demand allocation weight of each area in all water use areas, calculate and output the basic allocation F for each area;

[0063] S3: Based on the baseline value and the actual measured water pressure, calculate and output the adjustment amount T of each area under the influence of water pressure.

[0064] S4: Based on the baseline value, adjustment amount, and actual measured water temperature, calculate and output the final distribution amount ZF of each region under the influence of water temperature factor;

[0065] S5: Based on the final allocation amount ZF, the final allocation amount ZF calculated and output by each area in all water use areas is automatically input into the next adjustment period of the water conservancy project.

[0066] The adjustment period includes one day or one week, and the specific length of the adjustment cycle is set manually as needed.

[0067] This invention provides another technical solution: an intelligent optimization system for water resource allocation in water conservancy projects, comprising: 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, actual water temperature SW, total water demand ZX of all water-using areas, area weight q of each area, standard water pressure BY, and standard water temperature BW of each area.

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

[0070] The calculation module is used to perform calculations on the basic allocation F, adjustment T, and final allocation ZF;

[0071] The control module is used to control the allocation based on the final allocation amount ZF;

[0072] The data acquisition module uses equipment including water pressure sensors, water temperature sensors, flow sensors, and storage devices;

[0073] The equipment used in the transmission module includes data transmission devices;

[0074] The computing module uses equipment including servers;

[0075] The control module uses devices including programmable logic controllers.

[0076] In this embodiment, water pressure sensors, water temperature sensors, and flow sensors are used to collect real-time data on actual water pressure (SY), actual water temperature (SW), and water consumption in various areas of the water conservancy project. This data is then transmitted to the data acquisition module of the intelligent optimization system via a transmission module. Simultaneously, based on the water demand 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 demand of each area is collected and integrated to obtain the total water demand (ZX). The calculation module of the intelligent optimization system performs calculations based on the data collected by the data acquisition module, specifically calculating and outputting the basic allocation amount (F), adjustment amount (T), and final allocation amount (ZF) for each area. Finally, the control module, based on the finally determined allocation scheme, i.e., the final allocation amount (ZF), achieves a reasonable allocation of water resources, ensuring that the water demand of each area is met, while improving the efficiency of water resource utilization.

[0077] Reference Figure 1 As shown in this implementation scheme, the formula for calculating the basic allocation F based on S2 is as follows:

[0078] F = ZX × q;

[0079] in:

[0080] F is the basic allocation amount;

[0081] ZX represents the total water demand, which refers to the total water consumption expected in all water-using areas within the service area of ​​the water conservancy project during the adjustment period.

[0082] q represents the regional weight, reflecting the water demand level of each region among all water-using regions;

[0083] The regional weight q ranges from 0 to 1, and the sum of the weights of all water-using areas within the service area of ​​the water conservancy project is 1.

[0084] In this embodiment, the ZX×q calculation part is used to determine the amount of water resources that each region should initially be allocated without considering other complex factors. The total water demand ZX represents the total water demand within the service area of ​​the entire water conservancy project. The regional weight q is determined according to the degree of water demand in different regions. The total water demand ZX is multiplied by the regional weight q because the weight reflects the relative importance and water demand ratio of the region in the whole. Specifically, if the weight of one region is 0.2, it means that the region should receive 20% of the total water demand ZX. This allows for the initial allocation of water resources based on the characteristics of each region, providing a basis for subsequent optimization. The basic allocation amount F of each region is directly obtained as the starting value for subsequent adjustments considering water pressure and water temperature factors, and is the basic data for the entire water resource allocation calculation.

[0085] In practical applications, different regions have different water demands and importance due to factors such as population size and industrial structure. The regional weight q takes into account these factors. Specifically, urban central business districts have dense populations and frequent industrial activities, so their water demand is high and their weight is high. Through F=ZX×q, they can obtain a relatively large basic allocation F to ensure their water demand. On the other hand, remote mountainous areas have fewer populations and relatively simple industries, so their water demand is low and their weight is low. Through F=ZX×q, they will be allocated a relatively small amount of water, making water resource allocation more in line with actual needs and avoiding the unreasonable allocation method of "one-size-fits-all".

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

[0087] Reference Figure 1 and Figure 3 As shown in this implementation scheme, the formula for calculating the adjustment amount T based on S3 is as follows:

[0088] ;

[0089] in:

[0090] T represents the adjustment amount;

[0091] SY is the actual water pressure, representing the real-time water pressure value measured in each area of ​​all water-using areas;

[0092] BY stands for standard water pressure, reflecting the water pressure value for normal water use under the design requirements of water conservancy projects.

[0093] The results reflect the adjustment factor based on water pressure differences, as follows:

[0094] When the actual water pressure SY < the standard water pressure BY, it indicates that the area needs to increase the water supply.

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

[0096] When the actual water pressure SY = the standard water pressure BY, it indicates that the area should maintain the basic distribution amount F.

[0097] In this embodiment, The calculation section uses the absolute value of the relative difference in water pressure to ensure that the subsequent calculation of the adjustment amount T is unaffected by the positive or negative sign of the water pressure difference. It only focuses on the magnitude of the difference; regardless of whether the actual water pressure SY is higher or lower than the standard water pressure BY, the absolute value is always positive. This facilitates subsequent multiplication with other parameters to determine the magnitude of the adjustment amount T. In the calculation section, F is the basic allocation amount. Multiplying the two means adjusting the water volume according to a certain proportion of the basic allocation amount F. 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 usage experience and effect. This can be addressed through calculation. The calculation section can accurately measure the degree to which the water pressure deviates from the standard. Multiplying it by the basic allocation amount F gives the approximate amount of water that needs to be adjusted due to the water pressure difference, enabling further precise adjustments. Specifically, when the actual water pressure SY is lower than the standard water pressure BY, the water allocation for that area needs to be increased to raise the water pressure. Conversely, when the actual water pressure SY is higher than the standard water pressure BY, the water allocation needs to be reduced to ensure stable water pressure in each area and meet normal water usage needs.

[0099] Reference Figure 1 and Figure 4 As shown in this implementation scheme, the formula for calculating the final allocation amount ZF based on S4 is as follows:

[0100] ;

[0101] in:

[0102] ZF represents the final allocation amount;

[0103] BW stands for standard water temperature, representing the suitable water temperature for water use under the design requirements of water conservancy projects.

[0104] SW represents the actual water temperature, reflecting the real-time water temperature values ​​measured in each area across all water usage zones.

[0105] When the actual water temperature SW < the standard water temperature BW, it indicates that the area needs to increase the allocated water volume, i.e. The result is greater than 1;

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

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

[0108] Based on the actual water pressure SY and the standard water pressure BY, The specific explanation is as follows:

[0109] When the actual water pressure SY < the standard water pressure BY, then To increase the amount of water allocated;

[0110] When the actual water pressure SY > the standard water pressure BY, then To reduce the amount of water allocated;

[0111] When the actual water pressure SY = the standard water pressure BY, then as well as Both can maintain the basic allocation amount F.

[0112] In this embodiment, The calculation section can calculate the water resource allocation for each region after adjusting for water pressure. The basic allocation F is the initial allocation, and the adjustment T is the correction made to the basic allocation based on water pressure differences. Adding / subtracting the two yields the water allocation for each region after considering the water pressure effect. It should be noted that when calculating the adjustment T… By using absolute value calculations, it is ensured that The results and the positive value of the adjustment amount T indicate that it is necessary to determine the value again based on the comparison between the actual water pressure SY and the standard water pressure BY. The plus / minus signs in the calculation section, specifically, indicate that when the actual water pressure SY is lower than the standard water pressure BY, it reflects the need to increase the allocated water volume. The calculations in the calculation section are as follows: This reflects the need to consider water pressure factors when allocating more water in this area. When the actual water pressure SY is higher than the standard water pressure BY, it indicates a need to reduce the allocated water volume. The calculations in the calculation section are as follows: This reflects the need to consider water pressure factors and reduce water allocation in this area. When the actual water pressure SY equals the standard water pressure BY, it indicates a need to increase the allocated water volume. The results of addition and subtraction in the calculation section are the same, that is... as well as This reflects that the water allocation in this area does not need to take into account water pressure factors for increasing or decreasing water volume, thus... The calculation section provides an intermediate result that already takes into account water pressure adjustment for subsequent consideration of water temperature factors, and serves as the basis for further calculation of the final allocation ZF;

[0113] The calculation section measures the relative relationship between the actual water temperature SW and the standard water temperature BW to determine the adjustment ratio for water allocation due to temperature differences. The standard water temperature BW is the suitable water temperature for hydraulic engineering design, while the actual water temperature SW is the temperature measured in real time. Dividing the standard water temperature BW by the actual water temperature SW yields a ratio that 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 SW, 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. The result of the calculation is always a positive value of a fraction of one, ensuring that it does not change. Based on the calculation results, the increased water allocation is adjusted to account for the influence of water temperature. If the standard water temperature BW is lower than the actual water temperature S, it means the actual water temperature SW is higher than the standard water temperature BW, and the allocated water volume needs to be appropriately reduced. The result of the calculation is always a positive value of a fraction of a zero, which is... Based on the results of the calculation, multiply to reduce The calculation results take into account the influence of water temperature. If the standard water temperature BW equals the actual water temperature S, it means that the actual water temperature SW and the standard water temperature BW are the same, and therefore there is no need to increase or decrease the allocated water volume. The result of the calculation is always 1, and The result of the calculation is the final allocation amount ZF, which takes into account water pressure and water temperature factors, and finally determines the actual amount of water resources that should be allocated to each region.

[0114] It's worth noting that water temperature affects water performance. Different water usage scenarios have different temperature requirements. The ratio of the standard water temperature (BW) to the actual water temperature (SW) reflects the difference between the two. Multiplying by... The calculation section can adjust the final allocation amount ZF according to water temperature changes. When the actual water temperature SW is lower than the standard water temperature SW, the allocation amount 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 allocation amount is reduced to ensure the rational use of water resources and improve the matching degree between water resource allocation and actual water demand.

[0115] Based on the previous F=ZX×q and Based on their respective calculation results, the basic allocation amount F, adjustment amount T, and water temperature factor are combined to make the final allocation amount ZF more accurately reflect the actual water demand and operating conditions of each region. This multi-factor comprehensive consideration method avoids the limitations of single-factor decision-making and further improves the scientificity and rationality of water resource allocation.

[0116] As time progresses and actual conditions change, water demand, water pressure, and water temperature in various regions will change. It is necessary to compare the sum of the final allocated quantity ZF with the total water demand ZX. If a discrepancy is found, the regional weight q is adjusted. If the water demand in a certain region increases due to industrial development, the sum of the final allocated quantity ZF will not be able to meet the total water demand ZX. At this time, the weight of that region is adjusted, and the basic allocated quantity F is recalculated. This allows water resource allocation to adapt to new demand changes in a timely manner and achieve dynamic optimization. This cyclical influence mechanism enables the water resource allocation scheme to be continuously iterated and optimized. Each cycle is adjusted based on the latest data and actual conditions, gradually reducing allocation deviations and 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 operating conditions and demand changes, achieving efficient utilization and sustainable management of water resources.

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

Claims

1. A method for intelligent optimization of water resource allocation in water conservancy projects, characterized in that, The specific implementation steps include: S1: Collect the total water demand of all areas within the service scope of the water conservancy project during the adjustment period, and obtain the actual measured water pressure and water temperature of each area in all water-using areas; S2: Based on the total demand and the water demand allocation weight of each area in all water use areas, calculate and output the basic allocation F for each area; S3: Based on the baseline value and the actual measured water pressure, calculate and output the adjustment amount T of each area under the influence of water pressure. The formula for calculating the adjustment amount T based on S3 is as follows: ； in: T is the adjustment amount, F is the basic allocation amount, SY is the actual water pressure, and BY is the standard water pressure; S4: Based on the baseline value, adjustment amount, and actual measured water temperature, calculate and output the final distribution amount ZF of each region under the influence of water temperature factor; The formula for calculating the final allocation ZF based on S4 is as follows: ； in: ZF is the final distribution amount, BW is the standard water temperature, and SW is the actual water temperature; S5: Based on the final allocation amount ZF, the final allocation amount ZF calculated and output by each region in all water use areas is automatically input into the next adjustment period of the water conservancy project. Specifically, the sum of the final allocation amount ZF is compared with the total water demand ZX. If a deviation is found, the regional weight q is adjusted. If the water demand of a certain region increases due to industrial development, the sum of the final allocation amount ZF will not be able to meet the total water demand ZX. At this time, the weight of the region is adjusted and the basic allocation amount F is recalculated. The adjustment period includes one day or one week, and the specific length of the adjustment cycle is set manually as needed. The formula for calculating the basic allocation F based on S2 is as follows: F = ZX × q; in: F is the basic allocation amount; ZX represents the total water demand; q represents the regional weight, reflecting the water demand level of each region among all water-using regions; The regional weight q ranges from 0 to 1, and the sum of the weights of all water-using areas within the service area of ​​the water conservancy project is 1. Based on S3. The results reflect the adjustment factor based on water pressure differences, as follows: When the actual water pressure SY < the standard water pressure BY, it indicates that the area needs to increase the water supply. When the actual water pressure SY > the standard water pressure BY, it indicates that the water allocation in this area needs to be reduced. When the actual water pressure SY = the standard water pressure BY, it indicates that the area should maintain the basic distribution amount F; Based on S4, when the actual water temperature SW < the standard water temperature BW, it indicates that the area needs to increase the allocated water volume, i.e. The result is greater than 1; When the actual water temperature SW > the standard water temperature BW, it indicates that the water allocation for this area needs to be reduced. The result is less than 1; When the actual water temperature SW equals the standard water temperature BW, it indicates that the final distribution ZF in this area is equal to... The result, namely The result is 1; Based on the results of the actual water pressure SY and the standard water pressure BY, The specific explanation is as follows: When the actual water pressure SY < the standard water pressure BY, then To increase the amount of water allocated; When the actual water pressure SY > the standard water pressure BY, then To reduce the amount of water allocated; When the actual water pressure SY = the standard water pressure BY, then as well as Both can maintain the basic allocation amount F.

2. An intelligent optimization system for implementing the intelligent optimization method for water resource allocation in water conservancy projects as described in claim 1, characterized in that, It includes a data acquisition module, a transmission module, a computing module, and a control module; The data acquisition module is used to measure and collect the actual water pressure SY, actual water temperature SW, total water demand ZX of all water-using areas, area weight q of each area, standard water pressure BY, and standard water temperature BW of each area. The transmission module is used to transmit the collected and calculated data; The calculation module is used to perform calculations on the basic allocation amount F, the adjustment amount T, and the final allocation amount ZF; The control module is used to control the allocation based on the final allocation amount ZF.

3. The intelligent optimization system of the intelligent optimization method for water resource allocation in water conservancy projects according to claim 2, characterized in that: The data acquisition module uses equipment including 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 computing module uses devices including servers; The control module uses devices including programmable logic controllers.

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