CN112418510B - Construction method of reservoir group joint scheduling system - Google Patents
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Abstract
The invention belongs to the field of reservoir group joint scheduling, and particularly discloses a construction method of a reservoir group joint scheduling system.
Description
Technical Field
The invention relates to the field of reservoir group joint scheduling, in particular to a construction method of a reservoir group joint scheduling system.
Background
The reservoir group joint scheduling is to schedule the water engineering under specific flood conditions or other conditions with requirements so as to avoid or minimize the loss caused by flood disasters or provide convenience for life of people.
The reservoir bears the river basin with the function of benefiting and removing the harm, flood control reservoirs are reasonably utilized to hold and block flood in the flood season so as to ensure downstream safety, and the reservoir water level is gradually reduced by utilizing the reservoir capacity in the flood season to supplement water for downstream in the withering period. However, the existing data cannot accurately reflect the real runoff characteristics of the river basin after the large-scale reservoir group is stored, so that great influence is generated on the construction of the combined dispatching system, and the existing combined dispatching system construction method cannot demonstrate the combined dispatching condition of the reservoir in advance according to the existing data, so that the effect of the integral combined dispatching system is not ideal in the use process.
Disclosure of Invention
The invention aims to provide a construction method of a reservoir group joint scheduling system, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the present invention provides the following technical solutions:
a construction method of a reservoir group joint scheduling system comprises the following steps:
S1, collecting different reservoir information distributed along a river, wherein the different reservoir information comprises information of regions around the reservoir, runoff information around the reservoir, natural weather influence factors and basic information of the reservoir;
S2, transmitting information to a comprehensive processing and classifying module on the basis of reservoir requirements and regional requirements of different position watersheds, irrigation flow and reservoir water storage capacity collected in different time and collecting different reservoir information, classifying and sorting different data of different reservoirs according to different requirements, and comparing the data of different reservoirs after sorting;
S3, the comprehensive treatment classification module respectively transmits the treated data to the construction module and the data analysis module, the construction module constructs analysis charts of different reservoirs under the same type of data, data evolution analysis charts of the same reservoir in different time periods and models of different reservoir demands, the data analysis module carries out preliminary analysis on the data, and according to the condition of the existing reservoir, calculates different reservoirs, different time periods and different water discharge amounts, changes the data generated by different reservoirs distributed along a river, and prepares a dynamic model before and after the data of the different reservoirs are changed;
S4, analyzing according to the drawing constructed by the construction module and the dynamic model manufactured in the step S3, adopting different reservoir discharging amounts on the premise of meeting the water demand of different positions so as to meet the water demand of different reservoirs, calculating the discharging amounts of different reservoirs, operating cost caused to the reservoirs, analyzing the water supplementing distribution map of the discharging amounts of different reservoirs and the reservoirs with the required water demand, and the influence degree of the discharging amounts of the reservoirs on other reservoirs distributed along the river;
s5, screening out a matched reservoir group joint scheduling scheme according to overall information on the basis of meeting reservoir demand through the drawings and the influence degree analyzed in the step S4, and sequentially manufacturing a reservoir group joint scheduling system according to the scheme.
Preferably, the information of the region around the water reservoir in step S1 includes the water content of the land around the water reservoir, the soil composition, and the geographical environment around the water reservoir.
Preferably, the runoff information around the water reservoir in step S1 includes the direction of the branch river around the water reservoir, the flow rate of water in the branch river, the water demand of the region where the branch river is located, and the geographical location where the branch river is located.
Preferably, the natural weather influencing factors in step S1 include precipitation and evaporation in different seasons, water demand in regions where different seasons are located, and influence degree of river thawing on the river channel.
Preferably, the basic information of the water reservoir in the step S1 comprises geographical position information of the water reservoir, water level difference between the upstream water reservoir and the downstream water reservoir, water quantity of the water reservoir, water outlet flow of the water reservoir in different time periods, upper limit and lower limit of the water level of the water reservoir in different time periods and power generation capacity of the water reservoir.
Preferably, models of different reservoir demands in the step S3 are analyzed according to data on the premise that the water demands of different reservoirs are different, the lower drainage volume required by the water demands of different reservoirs and the influence degree of the lower drainage volume on the reservoirs are analyzed, and the models are built.
Preferably, the running cost caused by the water reservoir in step S4 is the cost required for running the amount of water drained from the reservoir.
Compared with the prior art, the invention has the beneficial effects that: the method comprises the steps of collecting information of different reservoirs distributed along a river, obtaining comprehensive information of the different reservoirs, providing basic data in the joint scheduling process, ensuring that people can make correct researches on the comprehensive data, combining the requirements and the regional requirements of the reservoirs, classifying and sorting the obtained data, facilitating comparison and analysis of the data of the different reservoirs, quickly finding out the advantages and disadvantages of the reservoirs, providing assistance for constructing the joint scheduling of the reservoir groups, then manufacturing a corresponding dynamic model according to the existing condition of the reservoirs, facilitating observation of changes of each reservoir and convenience for observing the condition of the reservoirs after scheduling, and from the point, it can be seen that after joint scheduling of the reservoir groups, the changes of the reservoir groups are provided, and different reservoir scheduling schemes are selected to provide demonstration, further analysis is performed on the basis of a drawing and the dynamic model, influence on other reservoirs after discharging of the water reservoirs is analyzed, so that people can conveniently construct the joint scheduling system of the reservoir groups, select an optimal scheduling scheme and manufacture a corresponding scheduling system according to the scheduling scheme.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely, and it is apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The invention provides a technical scheme that: a construction method of a reservoir group joint scheduling system comprises the following steps:
S1, collecting different reservoir information distributed along a river, wherein the different reservoir information comprises information of regions around the reservoir, runoff information around the reservoir, natural weather influence factors and basic information of the reservoir;
S2, transmitting information to a comprehensive processing and classifying module on the basis of reservoir requirements and regional requirements of different position watersheds, irrigation flow and reservoir water storage capacity collected in different time and collecting different reservoir information, classifying and sorting different data of different reservoirs according to different requirements, and comparing the data of different reservoirs after sorting;
S3, the comprehensive treatment classification module respectively transmits the treated data to the construction module and the data analysis module, the construction module constructs analysis charts of different reservoirs under the same type of data, data evolution analysis charts of the same reservoir in different time periods and models of different reservoir demands, the data analysis module carries out preliminary analysis on the data, and according to the condition of the existing reservoir, calculates different reservoirs, different time periods and different water discharge amounts, changes the data generated by different reservoirs distributed along a river, and prepares a dynamic model before and after the data of the different reservoirs are changed;
S4, analyzing according to the drawing constructed by the construction module and the dynamic model manufactured in the step S3, adopting different reservoir discharging amounts on the premise of meeting the water demand of different positions so as to meet the water demand of different reservoirs, calculating the discharging amounts of different reservoirs, operating cost caused to the reservoirs, analyzing the water supplementing distribution map of the discharging amounts of different reservoirs and the reservoirs with the required water demand, and the influence degree of the discharging amounts of the reservoirs on other reservoirs distributed along the river;
s5, screening out a matched reservoir group joint scheduling scheme according to overall information on the basis of meeting reservoir demand through the drawings and the influence degree analyzed in the step S4, and sequentially manufacturing a reservoir group joint scheduling system according to the scheme.
Further, the information of the region around the water reservoir in step S1 includes the water content of the land around the water reservoir, the soil composition, and the geographical environment around the water reservoir.
Further, the runoff information around the water reservoir in step S1 includes the direction of the branch river around the water reservoir, the water flow rate of the branch river, the water demand of the region where the branch river is located, and the geographical location where the branch river is located.
Further, the natural weather influencing factors in step S1 include precipitation and evaporation in different seasons, water demand in regions where different seasons are located, and influence degree of river thawing on the river channel.
Further, the basic information of the reservoir in the step S1 comprises geographical position information of the reservoir, water level difference between the upstream and downstream of the reservoir, water quantity of the reservoir, water outlet flows of the reservoir in different time periods, upper and lower limits of the water levels of the reservoir in different time periods and generating capacity of the reservoir.
Further, in the step S3, models of different reservoir demands are analyzed according to data on the premise that the water demands of different reservoirs are different, the lower drainage volume required by the water demands of different reservoirs and the influence degree of the lower drainage volume on the reservoirs are analyzed, and the models are built.
Further, the running cost caused by the water reservoir in step S4 is the cost required for running the amount of water drained from the reservoir.
The method comprises the steps of collecting information of different reservoirs distributed along a river, obtaining comprehensive information of the different reservoirs, providing basic data in the joint scheduling process, ensuring that people can make correct researches on the comprehensive data, combining the requirements and the regional requirements of the reservoirs, classifying and sorting the obtained data, facilitating comparison and analysis of the data of the different reservoirs, quickly finding out the advantages and disadvantages of the reservoirs, providing assistance for constructing the joint scheduling of the reservoir groups, then manufacturing a corresponding dynamic model according to the existing condition of the reservoirs, facilitating observation of changes of each reservoir and convenience for observing the condition of the reservoirs after scheduling, and from the point, it can be seen that after joint scheduling of the reservoir groups, the changes of the reservoir groups are provided, and different reservoir scheduling schemes are selected to provide demonstration, further analysis is performed on the basis of a drawing and the dynamic model, influence on other reservoirs after discharging of the water reservoirs is analyzed, so that people can conveniently construct the joint scheduling system of the reservoir groups, select an optimal scheduling scheme and manufacture a corresponding scheduling system according to the scheduling scheme.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. A method for constructing a reservoir group joint scheduling system is characterized by comprising the following steps: the method comprises the following steps:
S1, collecting different reservoir information distributed along a river, wherein the different reservoir information comprises information of regions around the reservoir, runoff information around the reservoir, natural weather influence factors and basic information of the reservoir;
S2, transmitting information to a comprehensive processing and classifying module on the basis of reservoir requirements and regional requirements of different position watersheds, irrigation flow and reservoir water storage capacity collected in different time and collecting different reservoir information, classifying and sorting different data of different reservoirs according to different requirements, and comparing the data of different reservoirs after sorting;
S3, the comprehensive treatment classification module respectively transmits the treated data to the construction module and the data analysis module, the construction module constructs analysis charts of different reservoirs under the same type of data, data evolution analysis charts of the same reservoir in different time periods and models of different reservoir demands, the data analysis module carries out preliminary analysis on the data, and according to the condition of the existing reservoir, calculates different reservoirs, different time periods and different water discharge amounts, changes the data generated by different reservoirs distributed along a river, and prepares a dynamic model before and after the data of the different reservoirs are changed;
S4, analyzing according to the drawing constructed by the construction module and the dynamic model manufactured in the step S3, adopting different reservoir discharging amounts on the premise of meeting the water demand of different positions so as to meet the water demand of different reservoirs, calculating the discharging amounts of different reservoirs, operating cost caused to the reservoirs, analyzing the water supplementing distribution map of the discharging amounts of different reservoirs and the reservoirs with the required water demand, and the influence degree of the discharging amounts of the reservoirs on other reservoirs distributed along the river;
s5, screening out a matched reservoir group joint scheduling scheme according to overall information on the basis of meeting reservoir demand through the drawings and the influence degree analyzed in the step S4, and sequentially manufacturing a reservoir group joint scheduling system according to the scheme.
2. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: the information of the region around the water reservoir in step S1 includes the water content of the land around the water reservoir, the soil composition, and the geographical environment around the water reservoir.
3. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: the runoff information around the water reservoir in step S1 includes the direction of the branch river around the water reservoir, the water flow rate of the branch river, the water demand of the region where the branch river is located, and the geographical location where the branch river is located.
4. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: in step S1, natural weather influencing factors include precipitation and evaporation in different seasons, water demand in regions where different seasons are located, and influence degree of river thawing on river channels.
5. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: the basic information of the water reservoir in the step S1 comprises geographical position information of the water reservoir, water level difference between the upstream water reservoir and the downstream water reservoir, water quantity of the water reservoir, water outlet flow of the water reservoir in different time periods, upper limit and lower limit of the water level of the water reservoir in different time periods and generating capacity of the water reservoir.
6. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: and step S3, analyzing the lower drainage volume required by the water demand of different reservoirs and the influence degree of the lower drainage volume on the reservoirs according to data on the premise that the water demand of different reservoirs is different, and building a model.
7. The method for constructing the reservoir group joint scheduling system according to claim 1, wherein the method comprises the following steps: the running cost caused by the water reservoir in the step S4 is the cost required for running the drainage quantity under the reservoir.
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