CN111079388B - Automatic generation method, system and medium for river interception hydraulic calculation result of hydraulic and hydroelectric engineering - Google Patents
Automatic generation method, system and medium for river interception hydraulic calculation result of hydraulic and hydroelectric engineering Download PDFInfo
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- CN111079388B CN111079388B CN201911119361.7A CN201911119361A CN111079388B CN 111079388 B CN111079388 B CN 111079388B CN 201911119361 A CN201911119361 A CN 201911119361A CN 111079388 B CN111079388 B CN 111079388B
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Abstract
The invention discloses a method, a system and a medium for automatically generating a river closure hydraulic calculation result of a hydraulic and hydroelectric engineering, wherein the method comprises the steps of widely inquiring engineering closure design data to determine common repeatability content in closure engineering manuscripts to generate a closure manuscript master plate; recording the corresponding relation table of each data, table, graph inserting position and corresponding appointed data format forming inserting position, calculating result, format and other parameters in the interception manuscript master plate as the export sequence table; traversing the selected data items to be exported in the export sequence table; determining position insertion in the interception manuscript master plate document according to the export sequence table and automatically converting the position insertion into a required format; the finally obtained cut-off manuscript master plate document is the automatically generated calculation result. The invention has the advantages of automatic processing, improved working efficiency, reduced workload of designers and convenience for content update.
Description
Technical Field
The invention relates to the field of hydraulic and hydroelectric engineering and the field of computer application, in particular to an automatic generation method, system and medium for river channel closure hydraulic calculation results of the hydraulic and hydroelectric engineering.
Background
In the construction diversion, the original river bed water flow is cut off, and finally the river water is led to drain downwards from the diversion drainage building, and the construction process of creating foundation pit dry construction conditions is cut off. The interception is the first step of controlling the water flow in the river construction process of the hydraulic and hydroelectric engineering, and is also a key node for controlling the subsequent construction. However, the interception is a construction activity in a short time, a small range and high strength, and the construction technology and construction organization thereof relate to various professions such as engineering hydraulics, construction machinery, diversion engineering and the like, and are very complex. Before the interception construction, main hydraulics indexes (interception hydraulic parameters) in the interception process are predicted through interception hydraulic calculation so as to take measures and ensure that interception is smoothly carried out. The calculation result of the intercepting hydraulic power is the foundation of the intercepting construction organization, and in order to facilitate calculation and review and sharing of the design result, the form of the compiling result is adopted to explain the calculation parameters, the calculation steps and the calculation result of the intercepting hydraulic power in detail.
The method is characterized in that the method comprises the steps of calculating the cutoff hydraulic parameters and storing the cutoff hydraulic parameters into a chart file, and then compiling the cutoff hydraulic calculation result file according to the calculation results, wherein the compiling process is characterized by more calculation parameters, rich calculation results, graphs, tables, a plurality of types and large workload, and if the calculation results are slightly changed, the calculation parameters need to be compiled again, and the calculation results are very easy to update and incomplete, so that data are inconsistent.
Disclosure of Invention
The invention aims to solve the technical problems: aiming at the problems in the prior art, the automatic generation method, the system and the medium for the river-shutoff hydraulic calculation result of the hydraulic and hydroelectric engineering can realize automatic processing, improve the working efficiency, reduce the workload of designers and facilitate the updating of the content.
In order to solve the technical problems, the invention adopts the following technical scheme:
the automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering comprises the following implementation steps:
1) Excluding the unique working conditions of the interception project and different calculation data with different results, determining common repeatability content related to hydraulic calculation of the interception project, storing the common repeatability content in a document after preprocessing a format, and recording the interception hydraulic calculation result without calculation result values and with the repeatability description content in the document as an interception manuscript master;
2) Recording the insertion position of each data, table and graph in the cut-off manuscript master plate document and the corresponding appointed data format, establishing a corresponding relation table of parameters such as the insertion position, the calculation result, the format and the like, and recording the corresponding relation table as a export sequence table;
3) Selecting one item of data in the export sequence table as a current data item to be processed;
4) Determining the position of a current data item to be exported in the intercepting manuscript master plate document according to the data position recorded by the export sequence table;
5) Exporting the calculation data of the current data item to be exported to the corresponding position in the interception manuscript master plate document;
6) Setting the data which is already output to the appointed position according to the format of the export sequence table record, and setting the filled data format;
7) Judging whether the data item of the exported sequence table is traversed, if not, jumping to the step 3); otherwise, the data-filled shutoff manuscript calculation master plate file is used as the generated water conservancy and hydropower engineering river channel shutoff water conservancy calculation manuscript calculation result file, and the processing is finished.
Optionally, the detailed step of determining the common repeatability involved in the hydraulic calculation of the shut-off project in step 1) comprises: the method comprises the steps of widely inquiring calculation data of the cut-off engineering design, wherein the calculation data comprise cut-off hydraulic calculation manuscripts which are finished by the former, a cut-off hydraulic calculation method and scheme discussed by researchers and cut-off design specifications, firstly, determining that the calculation manuscripts for most of the cut-off hydraulic calculation are basically consistent in content format, and the difference only exists in the content with different engineering hydraulic parameter calculation result values, and then, through text analysis of the manuscripts, summarizing the common repeatability content related to the cut-off engineering hydraulic calculation.
Optionally, when determining the position of the current data item to be exported in the intercepting manuscript master document in step 4), the position of the current data item to be exported in the intercepting manuscript master document includes one or more positions.
Optionally, in step 5), when the calculation data corresponding to the current data item to be exported is exported to the cut-off manuscript master document, the data type is subjected to subsequent processing: for simple data, no subsequent operation is required after insertion; for the table data, inserting new lines to store the table, deleting redundant empty lines, setting a table format, and outputting table names above the table; for a picture, it is necessary to adjust the picture format and output the picture name under the picture.
Optionally, setting the filled data format in step 6) includes at least one of adding table grid lines to become a three-wire table, splitting a long table, setting header repetition across the table, setting table row spacing and centering.
In addition, the invention also provides an automatic generation system of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering, which comprises computer equipment, wherein the computer equipment is programmed or configured to execute the steps of the automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering.
In addition, the invention also provides an automatic generation system of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering, which comprises computer equipment, wherein the computer equipment at least comprises a microprocessor and a memory, and the memory is stored with a computer program which is programmed or configured to execute the automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering.
In addition, the invention also provides a computer readable storage medium, and the computer readable storage medium is stored with a computer program which is programmed or configured to execute the automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering.
Compared with the prior art, the invention has the following advantages:
1. the invention creatively provides a shutoff hydraulic calculation manuscript master plate with certain universality. By widely inquiring the calculation data of the interception engineering design, the obtained calculation manuscript is basically consistent with most interception hydraulic calculation, and the difference only exists in different engineering values. Therefore, after the unique working condition of the interception engineering and different calculation data with different results are eliminated and the repeatability content related to the hydraulic calculation of each interception engineering is determined, the invention provides a universal interception hydraulic calculation manuscript master set by collecting the existing manuscript calculation document, combining the existing interception engineering experience, preprocessing the repeatability content and storing the preprocessing format into the document. The manuscript counting mother plate can be used for limiting the influence of different weaving styles of staff on the standardization of manuscripts, and laying a foundation for engineering automation so as to further promote the intellectualization and informatization of engineering.
2. The method aims at realizing the automation of the generation of the interception hydraulic calculation result by automatically selecting, positioning, guiding out, adjusting, storing the result file and the like, and realizing the intellectualization of the generation of the interception hydraulic calculation result by carrying out different processing on the data format. The invention can represent the cut-off hydraulic calculation result in the form of automatically generating the result, and convert the calculation result into an intuitive result document. The method can effectively shorten the achievement programming time, reduce the workload of designers and enable the hydraulic calculation achievement to be automatic and intelligent.
3. After the target engineering interception hydraulic parameters are obtained, the method can automatically output the result data to generate results, so that the designer is focused on the design content. The technical advantages of the invention include: the method has the advantages that the cutoff hydraulic calculation chart result is associated with automatic generation of the result document, the cutoff hydraulic calculation document can be provided rapidly, accurately and conveniently, so that support is provided for a cutoff scheme, and scheme comparison is facilitated.
Drawings
FIG. 1 is a schematic diagram of a basic flow of a method according to an embodiment of the present invention.
Fig. 2 is an example of the calculation result (simple data type) of the cut-off hydraulic power in the embodiment of the present invention.
Fig. 3 is an example of the calculation result (table data type) of the cut-off hydraulic power in the embodiment of the present invention.
Fig. 4 is an example of the calculation result (data graph type) of the intercepting hydraulic force in the embodiment of the present invention.
Fig. 5 is a partial example of a manuscript master in an embodiment of the invention.
Fig. 6 is an example of a table data screenshot in an embodiment of the invention.
Fig. 7 is an example of a template positioning result screenshot in an embodiment of the invention.
FIG. 8 is an example of a screenshot of data export results in an embodiment of the invention.
FIG. 9 is an example of an automated intelligent change data format result screenshot in an embodiment of the invention.
Fig. 10 is a partial example of the resulting output manuscript result in an embodiment of the invention.
Detailed Description
As shown in fig. 1, the implementation steps of the method for automatically generating the river-shutoff hydraulic calculation result of the hydraulic and hydroelectric engineering in this embodiment include:
1) Excluding the unique working conditions of the interception project and different calculation data with different results, determining common repeatability content related to hydraulic calculation of the interception project, storing the common repeatability content in a document after preprocessing a format, and recording the interception hydraulic calculation result without calculation result values and with the repeatability description content in the document as an interception manuscript master;
2) Recording the insertion position of each data, table and graph in the cut-off manuscript master plate document and the corresponding appointed data format, establishing a corresponding relation table of parameters such as the insertion position, the calculation result, the format and the like, and recording the corresponding relation table as a export sequence table;
3) Selecting one item of data in the export sequence table as a current data item to be processed;
4) Determining the position of a current data item to be exported in the intercepting manuscript master plate document according to the data position recorded by the export sequence table;
5) Exporting the calculation data of the current data item to be exported to the corresponding position in the interception manuscript master plate document;
6) Setting the data which is already output to the appointed position according to the format of the export sequence table record, and setting the filled data format;
7) Judging whether the data item of the exported sequence table is traversed, if not, jumping to the step 3); otherwise, the data-filled shutoff manuscript calculation master plate file is used as the generated water conservancy and hydropower engineering river channel shutoff water conservancy calculation manuscript calculation result file, and the processing is finished.
In this embodiment, step 1) requires a preliminary preparation (calculation result chart obtained by the hydraulic calculation of the shutoff and collection of calculation data of the shutoff engineering design). In the early preparation, the technical theory of the interception hydraulic power calculation is quite mature and is not the main content of the invention. The calculation result can be directly given according to the interception hydraulic power calculation principle. The calculation result forms obtained by the interception hydraulic power calculation can be divided into three types: simple data types, such as cut-off design flow, design flow corresponding to downstream water level, etc., as shown in fig. 2; table data types, such as a diversion building drainage capacity relation table, etc., as shown in fig. 3; the data graph type, such as a hydraulic parameter change process relation graph of the shut-off process, is shown in fig. 4. The detailed steps of determining the common repeatability involved in the hydraulic calculation of the interception engineering in step 1) include: the method comprises the steps of widely inquiring calculation data of the cut-off engineering design, wherein the calculation data comprise cut-off hydraulic calculation manuscripts which are finished by the former, a cut-off hydraulic calculation method and scheme discussed by researchers and cut-off design specifications, firstly, determining that the calculation manuscripts for most of the cut-off hydraulic calculation are basically consistent in content format, and the difference only exists in the content with different engineering hydraulic parameter calculation result values, and then, through text analysis of the manuscripts, summarizing the common repeatability content related to the cut-off engineering hydraulic calculation.
In this embodiment, step 2) determines that the resulting shutoff manuscript format is substantially identical for most of the shutoff hydraulic calculations by widely querying the shutoff engineering design calculation data, and the gap is only based on different engineering values. The common and repeated contents of the closure engineering manuscript are induced through manuscript calculation text analysis, and then the contents are stored into a document after being in a preprocessing format, so that a document of closure hydraulic calculation result without calculation results and with repeated description contents is obtained, and then a manuscript closure manuscript calculation master plate document is called. Recording the insertion position of each data, table and graph and the corresponding relation between each data, table and graph and the calculation result mark, and directly adding the mark to the position of the single data for the single data; for the form data, adding a mark at the end of the form title; for the data graph, a paragraph is added above the picture name so as to facilitate adding marks, and data formats corresponding to different data types are recorded at the same time. A correspondence table of parameters such as insertion position, calculation result, data format, etc. is formed, and the export sequence table is called as follows. Finally, the partial contents of the shutoff manuscript master document of the shutoff hydraulic calculation result in this embodiment are shown in fig. 5. In this embodiment, the output process of a table data result (a cut-off stock calculation table) is taken as an example, and a specific data result is shown in fig. 6. The shutoff manuscript master plate of the embodiment extracts the calculation universality content with certain universality by summarizing and analyzing a plurality of shutoff engineering design data, calculation schemes and calculation routes recorded by related books, combining with various documents such as shutoff design specifications and the like. The proposal of the interception manuscript master plate document has creativity, and is also a fixed standardized foundation for the whole set of interception and even all engineering calculation, thereby being beneficial to further automation and informatization. To avoid duplication with the Word templates provided by Office, collectively referred to below as a cutoff manuscript master. The export sequence table simultaneously contains data formats corresponding to various data, and the data formats are stored in corresponding relations to realize intelligent automatic format processing of each calculation data, and specifically comprise at least one of adding table grid lines into the table to form a three-line table, splitting the long table, setting table head repetition across the table, setting table row spacing, carrying out centering processing on table contents and setting table page width.
In step 3) of this embodiment, when one item of data is selected from the export sequence table and is used as the current data item to be processed, the system selects to complete the achievement by exporting one parameter at a time and sequentially cycling due to the difference of parameter type, format type, export mode and positioning mode of the calculation result data. It is therefore necessary to determine the data item to be exported for each step. Taking fig. 6 as an example, that is, the result of locating the table data in the cut-off stock calculation table (fig. 6) among all the calculation result data, since the present embodiment implements stepwise location by sequentially deriving the table, the location output process of the data result before the table data result is not given in detail here.
In this embodiment, when determining the position of the current data item to be exported in the intercepting manuscript master document in step 4), the position of the current data item to be exported in the intercepting manuscript master document includes one position or a plurality of positions. When determining the current position of the data item to be exported in the master according to the data position recorded by the export sequence table, determining the corresponding position of each result data in the master according to the export sequence table. Because the same result data repeatedly appears in the master plate and a situation that a plurality of result data are required to be output at the same time with one position, the positioning of a plurality of data types such as a single data type, a table data type, a data graph type and the like is required to be processed respectively. For example, the location of the table 3-3 cutoff backup calculation table in the cutoff calculation master document is as shown in FIG. 7.
In step 5) of this embodiment, when the calculation data corresponding to the current data item to be exported is exported to the corresponding position in the intercepting manuscript master document, the following processing is performed on the type of the data. For simple data, no subsequent operation is required after insertion; for the table data, inserting new lines to store the table, deleting redundant empty lines, setting a table format, and outputting table names above the table; for a picture, it is necessary to adjust the picture format and output the picture name under the picture. The results of the implementation in this example are shown in FIG. 8.
The data format of the data just exported comes from the format in the calculation result, and there are necessarily cases that the result format is not satisfied. Therefore, the output data format needs to be set to the desired result format. In this embodiment, step 6) is a step of formatting the calculation data exported to the corresponding position in the cut-off manuscript master document. The data format of the setting filling comprises: adding table lines to form a three-line table format, splitting a long table, setting table head repetition for a cross-page table format, setting table row spacing, centering, controlling column width and the like. It goes without saying that at least one of the above formatting processes may be selected as required. In this embodiment, the results of the format processing such as the single line spacing, the centering processing, and the column width control are shown in fig. 9.
And repeatedly executing the steps 3) to 7) by selecting one data item according to traversal in the export sequence table, wherein the finally obtained closure manuscript master plate document is the automatically generated river closure hydraulic calculation result of the hydraulic and hydroelectric engineering. In the embodiment, the number updating and the storage operation are carried out on the final cut-off manuscript master plate document, so that the document file is stored as an achievement file with the engineering name as the file name, and the automatically generated cut-off hydraulic calculation achievement is obtained. The final results are shown in FIG. 10.
In addition, the embodiment also provides an automatic generation system of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering, which comprises computer equipment, wherein the computer equipment is programmed or configured to execute the steps of the automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering.
In addition, the embodiment also provides an automatic generation system of the river-shutoff hydraulic calculation result of the hydraulic and hydroelectric engineering, which comprises computer equipment, wherein the computer equipment at least comprises a microprocessor and a memory, and the memory is stored with a computer program which is programmed or configured to execute the automatic generation method of the river-shutoff hydraulic calculation result of the hydraulic and hydroelectric engineering.
In addition, the present embodiment also provides a computer readable storage medium, on which a computer program programmed or configured to execute the method for automatically generating a river shutoff hydraulic calculation result of the hydraulic and hydroelectric engineering according to the present embodiment is stored.
It should be understood that parts of the specification not specifically set forth herein are all prior art.
It should be understood that the foregoing description of the embodiments is not intended to limit the scope of the invention, but rather to make substitutions and modifications within the scope of the invention as defined by the appended claims without departing from the scope of the invention.
Claims (7)
1. The automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering is characterized by comprising the following implementation steps:
1) Excluding the unique working conditions of the interception project and different calculation data with different results, determining common repeatability content related to hydraulic calculation of the interception project, storing the common repeatability content in a document after preprocessing a format, and recording the interception hydraulic calculation result without calculation result values and with the repeatability description content in the document as an interception manuscript master;
2) Recording the insertion position of each data, table and graph in the cut-off manuscript master plate document and the corresponding appointed data format, establishing a corresponding relation table of the insertion position, calculation result and format, and recording as a export sequence table;
3) Selecting one item of data in the export sequence table as a current data item to be processed;
4) Determining the position of a current data item to be exported in the intercepting manuscript master plate document according to the data position recorded by the export sequence table;
5) Exporting the calculation data of the current data item to be exported to the corresponding position in the interception manuscript master plate document;
6) Setting the data which is already output to the appointed position according to the format of the export sequence table record, and setting the filled data format;
7) Judging whether the data item of the exported sequence table is traversed, if not, jumping to the step 3); otherwise, the interception manuscript calculation master plate file filled with the data is used as the generated water conservancy and hydropower engineering river channel interception water conservancy calculation manuscript result file, and the processing is finished;
the detailed steps of determining the common repeatability involved in the hydraulic calculation of the interception engineering in step 1) include: the method comprises the steps of widely inquiring calculation data of the cut-off engineering design, wherein the calculation data comprise cut-off hydraulic calculation manuscripts which are finished by the former, a cut-off hydraulic calculation method and scheme discussed by researchers and cut-off design specifications, firstly, determining that the calculation manuscripts for most of the cut-off hydraulic calculation are basically consistent in content format, and the difference only exists in the content with different engineering hydraulic parameter calculation result values, and then, through text analysis of the manuscripts, summarizing the common repeatability content related to the cut-off engineering hydraulic calculation.
2. The automatic generation method of river closure hydraulic calculation results of the hydraulic and hydroelectric engineering according to claim 1, wherein when determining the position of the current data item to be exported in the closure manuscript master plate document in the step 4), the position of the current data item to be exported in the closure manuscript master plate document comprises one position or a plurality of positions.
3. The automatic generation method of the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering according to claim 1, wherein in the step 5), when the calculation data corresponding to the current data item to be exported is exported to the closure manuscript master plate document, the follow-up processing is carried out according to the data type: for simple data, the data can be directly inserted into the corresponding position, and subsequent operation is not needed after the insertion; for the table data, inserting new lines to store the table, deleting redundant empty lines, setting a table format, and outputting table names above the table; for the picture data, it is necessary to adjust the picture format and output the picture name under the picture.
4. The automatic generation method of river closure hydraulic calculation results of the hydraulic and hydroelectric engineering according to claim 1, wherein the detailed step of setting the filled data format in the step 6) comprises at least one of adding table lines to form a three-line table, splitting a long table, setting a header repetition across the table, setting a table row spacing and centering.
5. An automatic generation system of river closure hydraulic calculation results of a hydraulic and hydroelectric engineering, comprising computer equipment, characterized in that the computer equipment is programmed or configured to execute the steps of the automatic generation method of river closure hydraulic calculation results of the hydraulic and hydroelectric engineering according to any one of claims 1 to 4.
6. An automatic generation system for river closure hydraulic calculation results of water conservancy and hydropower engineering, comprising computer equipment, and characterized in that the computer equipment at least comprises a microprocessor and a memory, and the memory is stored with a computer program programmed or configured to execute the automatic generation method for river closure hydraulic calculation results of water conservancy and hydropower engineering according to any one of claims 1 to 4.
7. A computer-readable storage medium, wherein the computer-readable storage medium has stored thereon a computer program programmed or configured to perform the method for automatically generating a river shutoff hydraulic calculation result of a hydraulic and hydroelectric engineering according to any one of claims 1 to 4.
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