CN116681202A - Water resource analysis method, system, device and medium based on water storage modulus - Google Patents

Water resource analysis method, system, device and medium based on water storage modulus Download PDF

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CN116681202A
CN116681202A CN202310512761.4A CN202310512761A CN116681202A CN 116681202 A CN116681202 A CN 116681202A CN 202310512761 A CN202310512761 A CN 202310512761A CN 116681202 A CN116681202 A CN 116681202A
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water storage
water
project
modulus
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CN116681202B (en
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赵璧奎
黄本胜
谭超
程涛
黄锋华
芦妍婷
罗志发
李宁宁
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Guangdong Research Institute of Water Resources and Hydropower
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Abstract

The application discloses a water resource analysis method, a system, a device and a medium based on a water storage modulus. According to the analysis method, the rain collecting range and the water storage capacity of each water storage project in the river basin are obtained; obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range; carrying out spatial distribution analysis and regulation capacity grading on regional water resources of the river basin according to the water storage modulus of each water storage project; the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area. The analysis method not only can effectively evaluate the regional water resource regulation and control capability of the water storage engineering through the index of the water storage modulus at the regional angle and improve the accuracy of regional water resource regulation and control capability analysis, but also can perform association analysis with other spatial indexes, thereby being beneficial to multidimensional evaluation of water resources. The application can be widely applied to the technical field of hydraulic engineering.

Description

Water resource analysis method, system, device and medium based on water storage modulus
Technical Field
The application relates to the technical field of hydraulic engineering, in particular to a water resource analysis method, a system, a device and a medium based on a water storage modulus.
Background
Along with the continuous promotion of the production activities of the human society, the water resource control system is used for meeting the demands of the society on water resources, so that the high-quality development of the society is supported, the water resource control capability is scientifically and orderly improved, and the reasonable distribution of the water resources in time and space is the key direction of the current reservoir management.
At present, the existing regional water resource regulation and control capability evaluation indexes and analysis methods have the following problems: the scale and the position of the water storage project will have different influences on the regional regulation and control capability, theoretically, the larger the capacity is, the more fully the regulation and control effect of the reservoir positioned at the downstream of the region is exerted, and the indexes such as reservoir capacity coefficient (the ratio of the Xingli reservoir capacity to the average diameter flow for many years), reservoir diameter ratio (the ratio of the total reservoir capacity to the average diameter flow for many years) and the like are adopted in the traditional method, which are generally only suitable for evaluating the water resource regulation and control capability of a single reservoir project, can not reflect the difference of the projects in space layout, has completely different effects on the water resource regulation and control capability and effect of the whole region, can not objectively and truly represent the comprehensive regional regulation and control capability, and has low accuracy and can not be suitable for the spatial distribution analysis of the water resource regulation and control capability on the regional scale; in addition, the existing regional water resource regulation and control capability evaluation index cannot be used for carrying out numerical operation and association analysis with space indexes such as water resource bearing load, water environment quality distribution and the like, which reflect regional natural water resource endowment such as water production modulus, runoff coefficient and the like, so that multidimensional evaluation of water resource condition-engineering condition-water resource development and utilization is difficult to support.
Accordingly, there is a need for solving and optimizing the problems associated with the prior art.
Disclosure of Invention
The present application aims to solve at least one of the technical problems existing in the related art to a certain extent.
Therefore, an object of the embodiment of the application is to provide a water resource analysis method based on a water storage modulus, which not only can effectively evaluate the regional water resource regulation and control capability of a water storage project in terms of a regional area through the index of the water storage modulus, improve the accuracy of analysis of the regional water resource regulation and control capability, but also can perform association analysis with other spatial indexes, thereby being beneficial to multidimensional evaluation of water resources.
It is another object of an embodiment of the present application to provide a water resource analysis system based on a water storage modulus.
In order to achieve the technical purpose, the technical scheme adopted by the embodiment of the application comprises the following steps:
in a first aspect, an embodiment of the present application provides a water resource analysis method based on a water storage modulus, including:
acquiring a rain collecting range and a water storage reservoir capacity of each water storage project in a river basin;
obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range;
carrying out spatial distribution analysis and regulation capacity grading on regional water resources of the river basin according to the water storage modulus of each water storage project;
the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area.
In addition, the water resource analysis method according to the above embodiment of the present application may further have the following additional technical features:
further, in an embodiment of the present application, the obtaining the rain collecting range of each water storage project in the river basin includes:
acquiring position data of each water storage project in the river basin;
and analyzing and processing the position data of each water storage project through a DEM digital elevation model to obtain the rain collecting range of each water storage project.
Further, in an embodiment of the present application, the obtaining a water storage module of each water storage project according to each water storage capacity and each rain collecting range further includes:
and obtaining the upstream-downstream relation between the water storage projects according to the position data of the water storage projects.
Further, in an embodiment of the present application, the obtaining a water storage module of each water storage project according to each water storage capacity and each rain collecting range includes:
determining a downstream impoundment project and an upstream impoundment project in the river flow area according to the upstream-downstream relation;
determining the water storage modulus of the downstream water storage engineering according to the water storage reservoir capacity and the rainwater collecting range of the downstream water storage engineering;
and determining the water storage modulus of the upstream water storage project according to the water storage modulus of the downstream water storage project and the water storage reservoir capacity and the rain collecting range of the upstream water storage project.
Further, in one embodiment of the present application, the reservoir volume comprises at least one of a forming reservoir volume, a flood control reservoir volume, and a dead reservoir volume.
Further, in an embodiment of the present application, the grading the regional water resource regulation capability of the river basin according to the water storage modulus of each water storage project includes:
acquiring an regional water resource regulation and control capability evaluation table of the river basin;
and analyzing the water storage modulus of each water storage project according to the regional water resource regulation and control capability evaluation table to obtain the regional water resource regulation and control capability grade of the river basin.
Further, in an embodiment of the present application, the obtaining the regional water resource regulation capability evaluation table of the river basin includes:
acquiring a reservoir capacity coefficient index and a water production modulus in the river flow area;
and obtaining an regional water resource regulation and control capability evaluation table of the river basin according to the reservoir capacity coefficient index and the water production modulus index.
In a second aspect, an embodiment of the present application provides a water resource analysis system based on a water storage modulus, including:
the acquisition module is used for acquiring the rain collecting range and the water storage capacity of each water storage project in the river basin;
the processing module is used for obtaining the water storage modulus of each water storage project according to the water storage reservoir capacity and the rain collecting range;
the evaluation module is used for carrying out space distribution analysis and regulation and control capability grade division on regional water resources of the river basin according to the water storage modulus of each water storage project;
the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area.
In a third aspect, an embodiment of the present application further provides a water resource analysis device based on a water storage module, including:
at least one processor;
at least one memory for storing at least one program;
the at least one program, when executed by the at least one processor, causes the at least one processor to implement the water resource analysis method based on the water storage modulus of the first aspect.
In a fourth aspect, embodiments of the present application also provide a computer readable storage medium having stored therein a processor executable program which when executed by the processor is configured to implement the water resource analysis method based on a water storage modulus of the first aspect.
The advantages and benefits of the application will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the application.
The embodiment of the application discloses a water resource analysis method, a system, a device and a medium based on a water storage modulus, which are implemented by acquiring the rain collecting range and the water storage volume of each water storage project in a river basin; obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range; carrying out spatial distribution analysis and regulation capacity grading on regional water resources of the river basin according to the water storage modulus of each water storage project; the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area. The analysis method can effectively evaluate the regional water resource regulation and control capability of the water storage engineering through the index of the water storage modulus at the regional angle, improves the accuracy of regional water resource regulation and control capability analysis, can perform association analysis with other spatial indexes, and is beneficial to multidimensional evaluation of water resources.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the following description is made with reference to the accompanying drawings of the embodiments of the present application or the related technical solutions in the prior art, and it should be understood that the drawings in the following description are only for convenience and clarity of expressing some of the embodiments in the technical solutions of the present application, and other drawings may be obtained according to the drawings without the need of inventive labor for those skilled in the art.
FIG. 1 is a schematic flow chart of a water resource analysis method based on a water storage modulus according to an embodiment of the present application;
FIG. 2 is a schematic diagram of a spatial distribution principle of water storage modulus according to an embodiment of the present application;
FIG. 3 is a schematic structural diagram of a water resource analysis system based on a water storage modulus according to an embodiment of the present application;
fig. 4 is a schematic structural diagram of a water resource analysis device based on a water storage module according to an embodiment of the present application.
Detailed Description
Embodiments of the present application are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the application. The step numbers in the following embodiments are set for convenience of illustration only, and the order between the steps is not limited in any way, and the execution order of the steps in the embodiments may be adaptively adjusted according to the understanding of those skilled in the art.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein is for the purpose of describing embodiments of the application only and is not intended to be limiting of the application.
At present, the existing regional water resource regulation and control capability evaluation indexes and analysis methods have the following problems: the scale and the position of the water storage project will have different effects on the regional regulation and control capability, theoretically, the larger the capacity is, the more fully the regulation and control effect of the reservoir positioned at the downstream of the region is exerted, and the indexes such as reservoir capacity coefficient (the ratio of the Xingli reservoir capacity to the average diameter flow for many years), reservoir diameter ratio (the ratio of the total reservoir capacity to the average diameter flow for many years) and the like are adopted in the traditional method, which are generally only suitable for evaluating the water resource regulation and control capability of a single reservoir project, can not reflect the difference of the projects in spatial layout, can not generate completely different effects on the water resource regulation and control capability and effect of the whole region, can not objectively and truly represent the comprehensive regional regulation and control capability, and have low accuracy and can not be suitable for spatial distribution analysis of the water resource regulation and control capability on the regional scale; in addition, the existing regional water resource regulation and control capability evaluation index cannot be used for carrying out numerical operation and association analysis with space indexes such as water resource bearing load, water environment quality distribution and the like, which reflect regional natural water resource endowment such as water production modulus, runoff coefficient and the like, so that multidimensional evaluation of water resource condition-engineering condition-water resource development and utilization is difficult to support.
In view of the above, the embodiment of the application provides a water resource analysis method based on a water storage modulus, which not only can effectively evaluate the regional water resource regulation and control capability of a water storage project in terms of a regional area through the index of the water storage modulus, improves the accuracy of analysis of the regional water resource regulation and control capability, but also can perform association analysis with other spatial indexes, thereby being beneficial to multidimensional evaluation of water resources.
Referring to fig. 1, in an embodiment of the present application, a water resource analysis method based on a water storage modulus includes:
step 110, acquiring a rain collecting range and a water storage reservoir capacity of each water storage project in a river basin;
step 110, obtaining a rain collecting range and a water storage capacity of each water storage project in a river basin, including:
step 111, acquiring position data of each water storage project in the river basin;
and 112, analyzing and processing the position data of each water storage project through a DEM digital elevation model to obtain the rain collecting range of each water storage project.
It can be appreciated that in the embodiment of the application, the water storage engineering can be a water conservancy building with a short-term or long-term water storage function, such as a reservoir in a river flow field, a hydropower station and the like; the rain collecting range can be the collecting range and the scale of the water collecting runoff of the water storage engineering regulation space; the location data includes geographical location data of the impoundment project, surrounding geographical environment data, river basin flow direction data, and the like. The DEM digital elevation model can correct and fill the depression, calculate river flow direction, calculate confluence accumulation amount, extract river network and the like according to the position data of each water storage project, so as to determine the rain collecting range of each water storage project.
In some embodiments, the water storage container provided by the embodiments of the present application includes at least one of a prosperous water storage container, a flood control water storage container, and a dead water storage container.
It can be appreciated that in the embodiment of the application, the water storage capacity comprises a profit-making water storage capacity, a flood-preventing water storage capacity, a dead water storage capacity and the like, and the profit-making water storage capacity is a water storage capacity which can be actually used for regulating runoff in a water storage project; the flood control water storage capacity refers to the water storage capacity between the flood control high water level and the flood control limit water level of the water storage engineering; the dead water storage reservoir capacity is the water storage reservoir capacity below the dead water level of the water storage engineering. The water storage modulus calculated by using different reservoir capacity indexes represents the regulation and control capability of the region in different aspects of happiness, pest removal, disaster reduction and the like.
Step 120, according to each water storage reservoir capacity and each rain collecting range, obtaining a water storage module of each water storage project, wherein the water storage module is used for representing the water storage volume of the water storage project in the rain collecting range in a unit area;
step 120, obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range, and further includes:
and step 121, obtaining the upstream-downstream relation between the water storage projects according to the position data of the water storage projects.
It will be appreciated that in a river flow field, there will be a plurality of impoundment projects at different positions, where there will be a relationship between impoundment projects at different positions in a position that is upstream and downstream, where impoundment projects at an upstream position will affect hydrographic indicators such as impoundment reservoir capacity of impoundment projects at a downstream position, that is, there is a hydraulic connection between impoundment projects at an upstream position and impoundment projects at a downstream position.
Step 120, obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range, including:
step 122, determining a downstream impoundment project and an upstream impoundment project in the river flow area according to the upstream-downstream relations;
step 123, determining a water storage modulus of the downstream water storage engineering according to the water storage reservoir capacity and the rain collecting range of the downstream water storage engineering;
and 124, determining the water storage modulus of the upstream water storage project according to the water storage modulus of the downstream water storage project and the water storage reservoir capacity and the rain collecting range of the upstream water storage project.
Can be used forIt is understood that because in the river flow field, various hydraulic connection modes such as series connection, parallel connection, series-parallel connection and the like exist among various water storage projects, in the embodiment of the application, the regional water resource regulation and control capability under the superposition influence of three elements including hydraulic connection, water storage reservoir capacity and rain area can be comprehensively evaluated through the water storage modulus. Specifically, the water storage modulus is defined as the water storage volume per unit area in the rain collecting range of water storage engineering, and the unit is m3/km 2 Or ten thousand m3/km 2 . In addition, as the definition form and physical meaning of the water storage modulus have the same mathematical paradigm as the hydrologic indexes such as the conventional water production modulus, irrigation modulus and the like, the water storage modulus can be directly subjected to numerical operation and superposition analysis with the water storage modulus, so that the water storage modulus can be applied to water resource analysis in different scenes. For example, the water storage modulus can be calculated with the water production modulus, in particular, division operation can be performed between the water storage modulus and the water production modulus, the obtained quotient can be used as the adjusting coefficient of the water storage project corresponding to the water storage modulus, the adjusting coefficient can quantitatively analyze the water storage adjusting capability of the water storage unit, and the construction planning of the water storage project is facilitated.
It can be understood that the upstream and downstream relations between the water storage projects can be identified in the form of an association matrix, so that a corresponding relation is established between each water storage project, and various implementation modes exist. Specifically, referring to fig. 2, in a certain river flow area shown in fig. 2, a series-parallel hydraulic connection manner exists among the water storage project A1, the water storage project A2 and the water storage project A3, the water storage project A1 is used as a downstream water storage project in the river flow area, the water storage project A2 and the water storage project A3 are used as an upstream water storage project of the water storage project A1, and then the water storage modulus of the water storage project A1 can be obtained by the following formula:
wherein V is 1 Is the water storage capacity of the water storage engineering A1, S 1 Is the rain collecting range of the water storage project A1, M A1 The water storage modulus is the water storage modulus of the water storage engineering A1.
The water storage modulus of the water storage engineering A2 can be obtained by the following formula:
wherein V is 2 Is the water storage capacity of the water storage engineering A2, S 2 Is the rain collecting range of the water storage project A2, M A2 The water storage modulus is the water storage modulus of the water storage engineering A2.
It can be understood that the water storage modulus of the water storage engineering V3 can be obtained by analogy from the above description, and in practice, the number of water storage engineering in the river basin is often large, and the process of obtaining the water storage modulus of each water storage engineering in the river basin according to the upstream-downstream relationship can be circulated until the water storage modulus of each water storage engineering in the river basin is obtained, and the water storage moduli of each water storage unit are summarized, which is not described in detail herein.
130, carrying out spatial distribution analysis and regulation and control capability grading on regional water resources of the river basin according to the water storage modulus of each water storage project;
it can be understood that if the water storage capacity adopts the Xingli water storage capacity, the Xingli water storage module is obtained, and the runoff regulation capacity analysis on the spatial distribution scale can be performed on the regional water resources of the river basin; if the water storage capacity is the flood control water storage capacity, flood control capacity analysis in flood season on the scale of spatial distribution of regional water resources of river basin can be performed; if the water storage capacity adopts the dead water storage capacity, the water resource emergency regulation and control capacity analysis on the scale of spatial distribution of regional water resources of river basin can be performed. Specifically, in the embodiment of the application, the change condition of regional water resource regulation and control capability, the change condition of spatial distribution and the like of the river basin can be analyzed by combining relevant historical hydrologic data; or analyzing the current regional water resource regulation capacity condition, the current spatial distribution condition and the like of the river basin according to the current water storage modulus, and displaying the spatial distribution analysis result by a visual diagram; meanwhile, the water storage modulus under the influence of the superposition of future planning projects can be superposed to analyze the water resource regulation capacity condition and the spatial distribution condition of the future area of the river basin. It is worth to say that the regional water resources in the river flow area are analyzed through the water storage modulus, the time evolution and the spatial distribution condition of the regional water resources can be reflected well, and the accuracy of the analysis result is high.
Step 130, classifying the regulation and control capability of the regional water resources of the river basin according to the water storage modulus of each water storage project, including:
step 131, acquiring an regional water resource regulation and control capability evaluation table of the river basin;
step 131, obtaining an regional water resource regulation and control capability evaluation table of the river basin, which comprises the following steps:
step 1311, acquiring a reservoir capacity coefficient index and a water production modulus in the river flow field;
and 1312, obtaining an regional water resource regulation and control capability evaluation table of the river basin according to the reservoir capacity coefficient index and the water production modulus index.
And 132, analyzing the water storage modulus of each water storage project according to the regional water resource regulation and control capability evaluation table to obtain the regional water resource regulation and control capability grade of the river basin.
It will be appreciated that the index of the storage capacity coefficient is shown in the following table:
TABLE 1
Wherein beta is the storage capacity coefficient of the water storage engineering.
It can be understood that the regional water resource regulation and control capability evaluation table classifies the regional water resource regulation and control capability represented by the water storage modulus, and can be obtained by deduction according to the definition of the water storage modulus, and the water storage modulus can be obtained by the following formula:
M A =M r ×β
wherein M is A For the water storage modulus of a certain water storage project, M r The water production modulus is the area of a certain water storage project, and beta is the storage capacity coefficient of a certain water storage project.
It can be understood that the water production modulus of each area will have a certain difference due to the difference of the areas where the water storage projects are located, in particular, the water production modulus M of a certain area r 105 km/km of ten thousand m3 2 And obtaining a regional water resource regulation and control capability evaluation table according to the formula and the reservoir capacity coefficient index, wherein the regional water resource regulation and control capability evaluation table is as follows:
TABLE 2
Water storage modulus M A Capability index
M A <2.1 Without regulation ability
2.1≤M A <3.15 Day adjustment capability
3.15≤M A <8.4 Month adjusting ability
8.4≤M A <21 Quaternary conditioning capacity
21≤M A <31.5 Incomplete annual capacity
31.5≤M A <52.5 Full annual capacity
M A ≥52.5 Ability to adjust for many years
It can be understood that the obtained water storage modulus can be analyzed according to the regional water resource regulation capability evaluation table to obtain the regional water resource regulation capability level of the corresponding water storage project, and the obtained regional water resource regulation capability level can be integrally displayed with the spatial distribution schematic diagram obtained by spatial distribution analysis, so that redundant description of the application is omitted. It is worth to say that, after the regional water resource regulation capability level of all the water storage projects in the river basin is obtained, the regional water resource regulation capability level of the river basin can be obtained only by simple analysis, and the application is not redundant herein.
The following describes in detail a water resource analysis system based on a water storage modulus according to an embodiment of the present application with reference to the accompanying drawings.
Referring to fig. 3, a water resource analysis system based on a water storage modulus according to an embodiment of the present application includes:
the acquisition module 101 is used for acquiring the rain collecting range and the water storage capacity of each water storage project in the river basin;
the processing module 102 is configured to obtain a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range;
the evaluation module 103 is used for carrying out spatial distribution analysis and regulation and control capability grading on regional water resources of the river basin according to the water storage modulus of each water storage project;
the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area.
It can be understood that the content in the above method embodiment is applicable to the system embodiment, and the functions specifically implemented by the system embodiment are the same as those of the above method embodiment, and the achieved beneficial effects are the same as those of the above method embodiment.
Referring to fig. 4, the embodiment of the application further provides a water resource analysis device based on the water storage modulus, which comprises:
at least one processor 201;
at least one memory 202 for storing at least one program;
the at least one program, when executed by the at least one processor 201, causes the at least one processor 201 to implement the water resource analysis method embodiment based on the water storage modulus described above.
Similarly, it can be understood that the content in the above method embodiment is applicable to the embodiment of the present apparatus, and the functions specifically implemented by the embodiment of the present apparatus are the same as those of the embodiment of the foregoing method, and the achieved beneficial effects are the same as those achieved by the embodiment of the foregoing method.
The embodiment of the application also provides a computer readable storage medium, in which a program executable by the processor 201 is stored, and the program executable by the processor 201 is used for implementing the water resource analysis method embodiment based on the water storage modulus when being executed by the processor 201.
Similarly, the content in the above method embodiment is applicable to the present computer-readable storage medium embodiment, and the functions specifically implemented by the present computer-readable storage medium embodiment are the same as those of the above method embodiment, and the beneficial effects achieved by the above method embodiment are the same as those achieved by the above method embodiment.
In some alternative embodiments, the functions/acts noted in the block diagrams may occur out of the order noted in the operational illustrations. For example, two blocks shown in succession may in fact be executed substantially concurrently or the blocks may sometimes be executed in the reverse order, depending upon the functionality/acts involved. Furthermore, the embodiments presented and described in the flowcharts of the present application are provided by way of example in order to provide a more thorough understanding of the technology. The disclosed methods are not limited to the operations and logic flows presented herein. Alternative embodiments are contemplated in which the order of various operations is changed, and in which sub-operations described as part of a larger operation are performed independently.
Furthermore, while the application is described in the context of functional modules, it should be appreciated that, unless otherwise indicated, one or more of the functions and/or features may be integrated in a single physical device and/or software module or may be implemented in separate physical devices or software modules. It will also be appreciated that a detailed discussion of the actual implementation of each module is not necessary to an understanding of the present application. Rather, the actual implementation of the various functional modules in the apparatus disclosed herein will be apparent to those skilled in the art from consideration of their attributes, functions and internal relationships. Accordingly, one of ordinary skill in the art can implement the application as set forth in the claims without undue experimentation. It is also to be understood that the specific concepts disclosed are merely illustrative and are not intended to be limiting upon the scope of the application, which is to be defined in the appended claims and their full scope of equivalents.
The functions, if implemented in the form of software functional units and sold or used as a stand-alone product, may be stored in a computer-readable storage medium. Based on this understanding, the technical solution of the present application may be embodied essentially or in a part contributing to the prior art or in a part of the technical solution, in the form of a software product stored in a storage medium, comprising several instructions for causing a computer device (which may be a personal computer, a server, a network device, etc.) to perform all or part of the steps of the method of the embodiment of the present application. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (RAM, random Access Memory), a magnetic disk, or an optical disk, or other various media capable of storing program codes.
Logic and/or steps represented in the flowcharts or otherwise described herein, e.g., a ordered listing of executable instructions for implementing logical functions, can be embodied in any computer-readable medium for use by or in connection with an instruction execution system, apparatus, or device, such as a computer-based system, processor-containing system, or other system that can fetch the instructions from the instruction execution system, apparatus, or device and execute the instructions. For the purposes of this description, a "computer-readable medium" can be any means that can contain, store, communicate, propagate, or transport the program for use by or in connection with the instruction execution system, apparatus, or device.
More specific examples (a non-exhaustive list) of the computer-readable medium would include the following: an electrical connection (electronic device) having one or more wires, a portable computer diskette (magnetic device), a Random Access Memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber device, and a portable compact disc read-only memory (CDROM). Additionally, the computer-readable medium may even be paper or other suitable medium upon which the program is printed, as the program may be electronically captured, via, for instance, optical scanning of the paper or other medium, then compiled, interpreted or otherwise processed in a suitable manner, if necessary, and then stored in a computer memory.
It is to be understood that portions of the present application may be implemented in hardware, software, firmware, or a combination thereof. In the above-described embodiments, the various steps or methods may be implemented in software or firmware stored in a memory and executed by a suitable instruction execution system. For example, if implemented in hardware, as in another embodiment, may be implemented using any one or combination of the following techniques, as is well known in the art: discrete logic circuits having logic gates for implementing logic functions on data signals, application specific integrated circuits having suitable combinational logic gates, programmable Gate Arrays (PGAs), field Programmable Gate Arrays (FPGAs), and the like.
In the foregoing description of the present specification, reference has been made to the terms "one embodiment/example", "another embodiment/example", "certain embodiments/examples", and the like, means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the application. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
While embodiments of the present application have been shown and described, it will be understood by those of ordinary skill in the art that: many changes, modifications, substitutions and variations may be made to the embodiments without departing from the spirit and principles of the application, the scope of which is defined by the claims and their equivalents.
While the preferred embodiment of the present application has been described in detail, the present application is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present application, and the equivalent modifications or substitutions are intended to be included in the scope of the present application as defined in the appended claims.

Claims (10)

1. A water resource analysis method based on a water storage modulus, comprising:
acquiring a rain collecting range and a water storage reservoir capacity of each water storage project in a river basin;
obtaining a water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range;
carrying out spatial distribution analysis and regulation capacity grading on regional water resources of the river basin according to the water storage modulus of each water storage project;
the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area.
2. The method for analyzing water resources based on water storage modulus according to claim 1, wherein the step of obtaining the rain collecting range of each water storage project in the river basin comprises the following steps:
acquiring position data of each water storage project in the river basin;
and analyzing and processing the position data of each water storage project through a DEM digital elevation model to obtain the rain collecting range of each water storage project.
3. The water resource analysis method based on the water storage modulus according to claim 2, wherein the obtaining the water storage modulus of each water storage project according to each water storage reservoir capacity and each rain collecting range further comprises:
and obtaining the upstream-downstream relation between the water storage projects according to the position data of the water storage projects.
4. A method for analyzing water resources based on a water storage module according to claim 3, wherein said obtaining the water storage module of each water storage project according to each water storage reservoir capacity and each rain collecting range comprises:
determining a downstream impoundment project and an upstream impoundment project in the river flow area according to the upstream-downstream relation;
determining the water storage modulus of the downstream water storage engineering according to the water storage reservoir capacity and the rainwater collecting range of the downstream water storage engineering;
and determining the water storage modulus of the upstream water storage project according to the water storage modulus of the downstream water storage project and the water storage reservoir capacity and the rain collecting range of the upstream water storage project.
5. The water resource analysis method based on the water storage modulus of claim 1, wherein the water storage volume comprises at least one of a prosperous water storage volume, a flood control water storage volume and a dead water storage volume.
6. The water resource analysis method based on the water storage modulus according to claim 1, wherein the grading of the regional water resource regulation capacity of the river basin according to the water storage modulus of each water storage project comprises:
acquiring an regional water resource regulation and control capability evaluation table of the river basin;
and analyzing the water storage modulus of each water storage project according to the regional water resource regulation and control capability evaluation table to obtain the regional water resource regulation and control capability grade of the river basin.
7. The water resource analysis method based on the water storage modulus of claim 6, wherein the obtaining the regional water resource regulation and control capability evaluation table of the river basin comprises the following steps:
acquiring a reservoir capacity coefficient index and a water production modulus in the river flow area;
and obtaining an regional water resource regulation and control capability evaluation table of the river basin according to the reservoir capacity coefficient index and the water production modulus index.
8. A water resource analysis system based on a water storage modulus, comprising:
the acquisition module is used for acquiring the rain collecting range and the water storage capacity of each water storage project in the river basin;
the processing module is used for obtaining the water storage modulus of each water storage project according to the water storage reservoir capacity and the rain collecting range;
the evaluation module is used for carrying out space distribution analysis and regulation and control capability grade division on regional water resources of the river basin according to the water storage modulus of each water storage project;
the water storage module is used for representing the water storage volume of the water storage engineering in the rain collecting range in a unit area.
9. A water resource analysis device based on a water storage modulus, comprising:
at least one processor;
at least one memory for storing at least one program;
the at least one program, when executed by the at least one processor, causes the at least one processor to implement the water resource analysis method based on a water storage modulus as claimed in any one of claims 1 to 7.
10. A computer readable storage medium in which a processor executable program is stored, characterized in that the processor executable program when executed by the processor is for implementing a water resource analysis method based on a water storage modulus as claimed in any one of claims 1-7.
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