CN113204551B - River levee revetment design method, system, intelligent terminal and storage medium - Google Patents
River levee revetment design method, system, intelligent terminal and storage medium Download PDFInfo
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- G06F30/00—Computer-aided design [CAD]
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Abstract
The application relates to the technical field of river dredging treatment hydraulic engineering, in particular to a river levee revetment design method, a system, an intelligent terminal and a storage medium, and aims to solve the defects that in the prior art, workers are required to conduct manual measurement design and the like in the river levee revetment design process, the design engineering amount is large and the working efficiency is low, and the technical scheme is that the river levee revetment design method comprises the following steps: the method comprises the steps of pre-establishing a hydrologic information system, obtaining hydraulic engineering information, establishing a hydraulic engineering resource library, mapping the hydraulic engineering resource library with the hydrologic information system, obtaining hydrologic information of a river levee water body to be planned, matching the hydrologic information with a hydrologic data table, calling information in the hydraulic engineering resource library, and assembling the basic hydraulic engineering obtained by calling to finally form a river levee revetment design drawing.
Description
Technical Field
The application relates to the technical field of river dredging management hydraulic engineering, in particular to a river levee revetment design method, a river levee revetment design system, an intelligent terminal and a storage medium.
Background
The river levee refers to a water retaining building built along the edges of a river, a channel, a lake, a coast or a flood diversion area and a reclamation area. The river levee can resist flood inundation, resist tide and prevent waves, and protect residents in the river levee and the safety of industrial and agricultural production, and is the earliest flood control engineering measure in the world. The river levee has the functions that: river water flows along the direction specified by people so as to reduce or avoid the invasion of river to the people, fix the shore and simultaneously can be used for placing the erosion of capillary action to soil.
The river dike of the river dike in the river transition zone is a main hydraulic engineering form for preventing flood from overflowing in the downstream of the river, and the flood control effect is quite remarkable. The construction of dike water has been used in the history of flood control practice, and has become one of the main flood control measures. Compared with a reservoir, the river levee has low engineering cost and technical requirements, and is the most extensive flood control engineering form although the river levee has no great flood control capacity. Especially in areas where natural conditions are not suitable for building reservoirs, river levees are relied on to prevent flood overflow.
The current common river levee is generally built by soil materials, and in the urban area where the river passes, reinforced concrete or grouted stone levee, also called flood wall, can be adopted for occupying little urban land or because of tides and stormy waves are too large.
Aiming at the related technology, the inventor considers that the defects of large design engineering amount, low working efficiency and the like that workers are required to conduct manual measurement design in the existing river levee revetment design process exist.
Disclosure of Invention
In order to reduce the workload of river levee revetment planning and design work and improve the planning work efficiency, the application provides a river levee revetment design method, system, intelligent terminal and storage medium.
In a first aspect, the present application provides a river levee revetment design method, which adopts the following technical scheme:
a river levee revetment design method comprises the following steps:
a hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system;
acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
according to the application range of hydraulic engineering such as bank protection of different river levees, mapping the hydraulic engineering information in the hydraulic engineering resource library with a hydrological data table in a hydrological information system;
acquiring hydrological information of a river levee water body to be planned, and matching the hydrological information of the water body to be planned with a hydrological data table in a hydrological information system;
according to the matching relation between the hydrologic information and the hydrologic data table, invoking basic hydraulic engineering in a hydraulic engineering resource library;
finally, the geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained through calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, and finally, the river levee revetment design diagram is formed.
By adopting the technical scheme, the hydrologic information system containing the water body needing to be referred in the hydraulic engineering construction is built in advance, the hydrologic data of different types are listed in the hydrologic information system to form the hydrologic data table, the different water body data are conveniently carded, workers can conveniently analyze the water body, the hydraulic engineering resource base containing the hydraulic engineering projects of different specifications and types is built, the diversity of the final river bank revetment design method is conveniently improved, the different hydraulic engineering projects in the hydraulic engineering resource base are corresponding to each data on the hydrologic data table through the mapping relation between the hydrologic information of the water body and the hydraulic engineering resource base, the hydraulic engineering projects are conveniently known by the workers, finally, the hydrologic information and the geographic information of the water body of the river bank to be planned are analyzed, the formation of a river bank revetment map is realized through calling and assembling, the workload of the workers is reduced, and the working efficiency of river bank revetment planning is improved.
Optionally, a hydrologic information system is pre-established, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system, wherein the hydrologic data table specifically comprises:
the hydrologic data table is divided into an inner water body data table and an outer water body data table;
the inflow water body data table comprises: the runoff, sand content, flood season, ice formation period, water energy resource, flow rate, water level and the like of the inner water body;
the outflow body data table comprises: the water level, flow, flood period, sand content, flow rate, water energy resource and ice-making period of the outflow water body.
By adopting the technical scheme, the hydrologic data is divided into the inner water body data table and the outer water body data table in the hydrologic data table, so that the data regularity in the hydrologic data table is improved, the retrieval amount when the hydrologic data is retrieved or filled is reduced, the calculation resources occupied when the hydrologic data table is retrieved or filled are reduced, the improvement of the working efficiency of the hydrologic information system is finally realized, all important hydrologic information of the inner water body and the outer water body is stored in the hydrologic data table, and the auxiliary effect of the hydrologic information system on river bank revetment design is enhanced.
Optionally, the obtaining hydraulic engineering information related to the construction of the river levee revetments with different types and specifications, and building a hydraulic engineering resource library according to the hydraulic engineering information, further includes:
and establishing a plurality of sub-resource libraries in the hydraulic engineering resource library, and classifying and storing hydraulic engineering structures in the hydraulic engineering resource library.
By adopting the technical scheme, a plurality of sub-resource libraries are built in the hydraulic engineering resource library, and the sub-resource libraries are convenient for classifying and storing hydraulic engineering projects of different types stored in the hydraulic engineering resource library, so that repeated retrieval time when the river levee revetment design drawing is assembled is reduced, calculated amount when the hydraulic engineering projects are retrieved and called is reduced, further, the calling efficiency of the hydraulic engineering projects is improved, and finally, the efficiency of generating the river levee revetment design drawing is improved.
Optionally, the obtaining hydraulic engineering information related to the construction of the river levee revetments with different types and specifications, and building a hydraulic engineering resource library according to the hydraulic engineering information, further includes:
and acquiring application scenes and parameter ranges of different types of river levee revetments stored in the hydraulic engineering resource library, and storing the application scenes and parameter ranges in the hydraulic engineering resource library together.
By adopting the technical scheme, the hydraulic engineering project stored in the hydraulic engineering resource library is used for displaying the names and application scenes of the project, simultaneously storing the application range of the different hydraulic engineering projects in actual application, which is embodied by the parameters of the hydrologic data, is beneficial to enhancing the integrity of information in the hydraulic engineering resource library, and the application range of the hydraulic engineering project displayed by the parameters is beneficial to ensuring the safety of the river levee revetment function when the river levee revetment planning map is actually assembled, so that the scheme quality of river levee revetment planning is ensured.
Optionally, finally, the geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained by calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, a river levee revetment design drawing is finally formed, and the method further comprises the following steps before the river levee revetment design drawing is formed:
and obtaining a plurality of preselected river levee revetment design drawings, sequencing the river levee revetment design drawings, and confirming the final river levee revetment design drawings according to the sequencing.
Through adopting above-mentioned technical scheme, export a plurality of optional preselection river levee revetment designs, be favorable to the staff to select or adjust river levee revetment designs according to actual demand, order a plurality of preselection river levee revetment designs, be favorable to demonstrate the difference in the scheme quality of a plurality of preselection river levee revetment designs to the staff intuitively, be convenient for the staff to swiftly carry out the selection of scheme, improved the efficiency of river levee revetment planning work.
In a second aspect, the present application provides a river levee revetment design system comprising:
hydrologic system module: a hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system;
engineering resource library module: acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
and a data preprocessing module: according to the application range of hydraulic engineering such as bank protection of different river levees, mapping the hydraulic engineering information in the hydraulic engineering resource library with a hydrological data table in a hydrological information system;
and a data matching module: acquiring hydrological information of a river levee water body to be planned, and matching the hydrological information of the water body to be planned with a hydrological data table in a hydrological information system;
and (3) a calling module: according to the matching relation between the hydrologic information and the hydrologic data table, invoking basic hydraulic engineering in a hydraulic engineering resource library;
the scheme generation module: finally, the geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained through calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, and finally, the river levee revetment design diagram is formed.
By adopting the technical scheme, the hydrologic information system containing the water body needing to be referred in the hydraulic engineering construction is built in advance, the hydrologic data of different types are listed in the hydrologic information system to form the hydrologic data table, the different water body data are conveniently carded, workers can conveniently analyze the water body, the hydraulic engineering resource base containing the hydraulic engineering projects of different specifications and types is built, the diversity of the final river bank revetment design method is conveniently improved, the different hydraulic engineering projects in the hydraulic engineering resource base are corresponding to each data on the hydrologic data table through the mapping relation between the hydrologic information of the water body and the hydraulic engineering resource base, the hydraulic engineering projects are conveniently known by the workers, finally, the hydrologic information and the geographic information of the water body of the river bank to be planned are analyzed, the formation of a river bank revetment map is realized through calling and assembling, the workload of the workers is reduced, and the working efficiency of river bank revetment planning is improved.
In a third aspect, the present application provides an intelligent terminal, which adopts the following technical scheme:
an intelligent terminal comprising a memory and a processor, the memory having stored thereon a computer program capable of being loaded by the processor and performing any of the methods as described above.
By adopting the technical scheme, the processor in the intelligent terminal can realize the river levee revetment design method according to the related computer program stored in the memory, so as to intelligently and rapidly improve the river levee revetment planning map for a user.
In a fourth aspect, the present application provides a computer readable storage medium, which adopts the following technical scheme:
a computer readable storage medium comprising a computer program stored with instructions capable of being loaded by a processor and performing any one of the methods described above.
Through adopting above-mentioned technical scheme, can store corresponding procedure, and then for the user provides high-efficient convenient river levee revetment planning map, be favorable to improving the efficiency of river levee revetment planning work, be convenient for realize the design of intelligent swift ground river levee revetment.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the method comprises the steps of pre-establishing a hydrologic information system containing water bodies to be referred in hydraulic engineering construction, listing different types of hydrologic data into a hydrologic data table in the hydrologic information system, facilitating the carding of different water body data, facilitating the analysis of water bodies by workers, establishing a hydraulic engineering resource base containing hydraulic engineering projects of different specifications and types, facilitating the improvement of diversity of a final river bank revetment design method, enabling different hydraulic engineering projects in the hydraulic engineering resource base to correspond to each data on the hydrologic data table through the mapping relation of the hydrologic information of the water bodies and the hydraulic engineering resource base, facilitating the understanding of the hydraulic engineering projects by workers, and finally realizing the formation of a river bank revetment planning chart by calling and assembling, thereby reducing the workload of the workers and improving the working efficiency of river bank revetment planning;
2. the hydrologic data is divided into an inner water body data table and an outer water body data table in the hydrologic data table, so that the data regularity in the hydrologic data table is improved, the retrieval amount during retrieval or filling of the hydrologic data is reduced, the calculation resources occupied during retrieval or filling of the hydrologic data table are reduced, the improvement of the working efficiency of a hydrologic information system is finally realized, all important hydrologic information of the inner water body and the outer water body is stored in the hydrologic data table, and the auxiliary effect of the hydrologic information system on river bank revetment design is enhanced;
3. the method has the advantages that the method outputs a plurality of selectable preselected river levee revetment design drawings, is favorable for operators to select or adjust river levee revetment design schemes according to actual demands, sorts the preselected river levee revetment design drawings, is favorable for intuitively displaying the scheme quality differences of the preselected river levee revetment design drawings to the operators, is convenient for the operators to rapidly select schemes, and improves the efficiency of river levee revetment planning work.
Drawings
FIG. 1 is a flow chart of a method of bank protection planning for a river levee shown in an embodiment of the present application;
FIG. 2 is a hydrological data table shown in an embodiment of the present application;
fig. 3 is a control flow chart of a river levee revetment planning method shown in an embodiment of the present application.
Reference numerals illustrate: 1. a hydrologic system module; 2. an engineering resource library module; 3. a data preprocessing module; 4. a data matching module; 5. calling a module; 6. and a scheme generation module.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-3.
Examples:
the embodiment of the application discloses a river levee revetment design method.
Referring to fig. 1, a river levee revetment design method includes the steps of:
s100, a hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system;
wherein the hydrologic data table refers to fig. 2, specifically comprises: the characteristic information of the water body such as runoff, sand content, flood season, icing period, hydroenergy resource, flow rate and water level of the water body is divided into an inner water body and an outer water body.
S200, acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
then dividing the whole space of the hydraulic engineering resource library into a plurality of sub-resource libraries in the hydraulic engineering resource library, and classifying and storing hydraulic engineering projects in the hydraulic engineering resource library, wherein the hydraulic engineering projects specifically comprise: different types of hydraulic buildings such as dam bodies, embankments, spillways, water gates, water inlets, channels, aqueducts, valve channels, fishways and the like, and in the same type of hydraulic buildings, the hydraulic buildings with different specifications and shapes are collected and stored;
after the classified storage is completed, carrying out specific analysis on each hydraulic engineering project, obtaining application and bearing ranges of each hydraulic engineering project on the hydrologic characteristics of the water body according to a hydrologic data table in a hydrologic information system, and then storing the application range of the hydrologic data of each hydraulic engineering project in a hydraulic engineering resource library;
thereafter, consumables required for construction of each hydraulic engineering project are acquired and are also stored in a hydraulic engineering resource library, and the consumables include: engineering quantity, required engineering equipment, required materials, construction prices, etc.
S300, mapping hydraulic engineering information in a hydraulic engineering resource library with a hydrological data table in a hydrological information system according to the application ranges of hydraulic engineering such as bank protection of different river levees;
the mapping rules of the hydraulic engineering information and the hydrologic data table of different projects in the hydraulic engineering resource library are specifically as follows: enumerating the hydrologic data of each category in the hydrologic data table, and then corresponding the hydraulic engineering project in the range conforming to the hydrologic data example to the range, thereby completing the correspondence between each hydraulic engineering project and the hydrologic data table.
S400, acquiring hydrologic information of a river levee water body to be planned, and matching the hydrologic information of the water body to be planned with a hydrologic data table in a hydrologic information system;
the matching rule of the hydrologic information of the water body to be planned and the hydrologic data table is specifically as follows: and the hydrologic information of the water body to be planned is filled in according to the classification in the hydrologic data table, and the filling range is from the minimum value to the maximum value of the floating range of the hydrologic information, so that the safety of the river levee revetment planning result is improved.
S500, invoking basic hydraulic engineering in a hydraulic engineering resource library according to the matching relation between the hydrologic information and the hydrologic data table;
the calling rule specifically comprises the following steps: and acquiring hydraulic engineering projects with application ranges larger than the range of the hydraulic information according to the hydraulic information of the water body to be planned in the hydraulic data table, screening after the calling is completed, and deleting when one parameter larger than or equal to one hydraulic engineering project does not meet the water body to be planned.
And S600, finally, obtaining the geographical information of the river levee water body to be planned, and assembling the called basic hydraulic engineering according to the geographical information and the hydrologic information of the river levee water body to be planned to finally form a river levee revetment design drawing.
After the hydrologic information is assembled, a plurality of preselected river levee revetment design drawings are obtained, and the river levee revetment design drawings are ordered, wherein the ordering rule is specifically as follows: and quantifying the construction cost and the construction price by referring to the construction cost corresponding to the river levee revetment design drawing, and then sequencing. And outputting a result to a worker after the sorting is finished, and determining a final scheme by the worker.
Based on the above method, the embodiment of the application also discloses a river levee revetment planning system, referring to fig. 3, including:
hydrologic system module 1: a hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system;
engineering resource library module 2: acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
data preprocessing module 3: according to the application range of hydraulic engineering such as bank protection of different river levees, mapping the hydraulic engineering information in the hydraulic engineering resource library with a hydrological data table in a hydrological information system;
data matching module 4: acquiring hydrological information of a river levee water body to be planned, and matching the hydrological information of the water body to be planned with a hydrological data table in a hydrological information system;
calling module 5: according to the matching relation between the hydrologic information and the hydrologic data table, invoking basic hydraulic engineering in a hydraulic engineering resource library;
scheme generation module 6: finally, the geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained through calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, and finally, the river levee revetment design diagram is formed.
The embodiment of the application also discloses an intelligent terminal, which comprises a memory and a processor, wherein the memory stores a computer program which can be loaded by the processor and execute the river bank revetment design method.
The present embodiment also discloses a computer-readable storage medium storing a computer program capable of being loaded by a processor and executing the river bank revetment design method as described above, the computer-readable storage medium including, for example: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (Random Access Memory, RAM), a magnetic disk, or an optical disk, or other various media capable of storing program codes.
The above embodiments are only used to illustrate the technical solutions of the present application, and not to limit the scope of protection of the application. It will be apparent that the described embodiments are merely some, but not all, of the embodiments of the present application. Based on these embodiments, all other embodiments that may be obtained by one of ordinary skill in the art without inventive effort are within the scope of protection sought herein.
Claims (5)
1. A river levee revetment design method is characterized in that: comprising
A hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system; the hydrologic data table is divided into an inner water body data table and an outer water body data table; the inflow water body data table comprises: the runoff, sand content, flood season, ice formation period, water energy resource, flow rate and water level of the inner water body; the outflow body data table comprises: runoff, sand content, flood season, ice formation period, water energy resource, flow rate and water level of the outflow water body;
acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
according to the application range of different hydraulic engineering, mapping the hydraulic engineering information in the hydraulic engineering resource library with a hydrological data table in a hydrological information system;
acquiring hydrological information of a river levee water body to be planned, and matching the hydrological information of the water body to be planned with a hydrological data table in a hydrological information system;
according to the matching relation between the hydrologic information and the hydrologic data table, invoking basic hydraulic engineering in a hydraulic engineering resource library;
finally, geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained through calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, and finally, a river levee revetment design drawing is formed;
the method comprises the steps of acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and after establishing a hydraulic engineering resource library according to the hydraulic engineering information, further comprises the following steps:
dividing the whole space of the hydraulic engineering resource library into a plurality of sub-resource libraries in the hydraulic engineering resource library, and classifying and storing hydraulic engineering projects in the hydraulic engineering resource library; the hydraulic engineering project specifically comprises: the dam body, the embankment, the spillway, the sluice, the water inlet, the channel, the aqueduct, the valve channel and the fishway;
acquiring application and bearing ranges of each hydraulic engineering project on the hydrologic characteristics of the water body, and storing the application ranges of the hydrologic data of each hydraulic engineering project in a hydraulic engineering resource library;
the method comprises the steps of obtaining consumables required by construction of each hydraulic engineering project and storing the consumables in a hydraulic engineering resource library; the consumable comprises: engineering quantity, required engineering equipment, required materials, and construction price.
2. The river levee revetment design method of claim 1, wherein: finally, the geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained by calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, a river levee revetment design drawing is finally formed, and the river levee revetment design drawing is formed before the river levee revetment design drawing is formed, the method further comprises the following steps:
and obtaining a plurality of preselected river levee revetment design drawings, sequencing the river levee revetment design drawings, and confirming the final river levee revetment design drawings according to the sequencing.
3. A river levee revetment design system, comprising:
hydrologic system module (1): a hydrologic information system is built in advance, and a hydrologic data table related to hydraulic engineering construction is stored in the hydrologic information system; the hydrologic data table is divided into an inner water body data table and an outer water body data table; the inflow water body data table comprises: the runoff, sand content, flood season, ice formation period, water energy resource, flow rate and water level of the inner water body; the outflow body data table comprises: runoff, sand content, flood season, ice formation period, water energy resource, flow rate and water level of the outflow water body;
engineering resource library module (2): acquiring hydraulic engineering information related to river bank revetment construction of different types and specifications, and establishing a hydraulic engineering resource library according to the hydraulic engineering information;
data preprocessing module (3): according to the application range of different hydraulic engineering, mapping the hydraulic engineering information in the hydraulic engineering resource library with a hydrological data table in a hydrological information system;
data matching module (4): acquiring hydrological information of a river levee water body to be planned, and matching the hydrological information of the water body to be planned with a hydrological data table in a hydrological information system;
calling module (5): according to the matching relation between the hydrologic information and the hydrologic data table, invoking basic hydraulic engineering in a hydraulic engineering resource library;
scheme generation module (6): finally, geographical information of the river levee water body to be planned is obtained, the basic hydraulic engineering obtained through calling is assembled according to the geographical information and the hydrologic information of the river levee water body to be planned, and finally, a river levee revetment design drawing is formed;
the engineering resource library module (2) acquires hydraulic engineering information related to river bank revetment construction of different types and specifications, and after the hydraulic engineering resource library is built according to the hydraulic engineering information, the method further comprises the following steps:
the engineering resource library module (2) divides the whole space of the hydraulic engineering resource library into a plurality of sub-resource libraries in the hydraulic engineering resource library, and classifies and stores hydraulic engineering projects in the hydraulic engineering resource library; the hydraulic engineering project specifically comprises: the dam body, the embankment, the spillway, the sluice, the water inlet, the channel, the aqueduct, the valve channel and the fishway;
the method comprises the steps that an engineering resource library module (2) obtains the application and bearing range of each hydraulic engineering project on the hydrologic characteristics of a water body, and the application range of hydrologic data of each hydraulic engineering project is stored in a hydraulic engineering resource library;
the engineering resource library module (2) acquires consumables required by construction of each hydraulic engineering project and stores the consumables in the hydraulic engineering resource library; the consumable comprises: engineering quantity, required engineering equipment, required materials, and construction price.
4. An intelligent terminal, its characterized in that: comprising a memory and a processor, said memory having stored thereon a computer program capable of being loaded by the processor and performing the method according to any of claims 1 to 2.
5. A computer readable storage medium, characterized in that a computer program is stored which can be loaded by a processor and which performs the method according to any of claims 1 to 2.
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