CN111079388A - Method, system and medium for automatically generating river closure hydraulic calculation result of hydraulic and hydroelectric engineering - Google Patents
Method, system and medium for automatically generating river closure hydraulic calculation result of hydraulic and hydroelectric engineering Download PDFInfo
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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 closure design data of an engineering to determine common repetitive contents in closure engineering calculation manuscripts so as to generate a closure calculation draft master plate; recording the insertion position of each data, table and graph in the calculation draft master plate and the corresponding relationship table of parameters such as the insertion position, the calculation result, the format and the like formed by the corresponding specified data format, and recording as a derivation sequence table; for data items to be exported selected in a traversal mode in an export sequence table; determining the position insertion in the cut computation draft master document according to the export sequence table and automatically converting the position insertion into a required format; and finally, taking the obtained closure computation draft master document as an automatically generated computation result. The invention has the advantages of automatic processing, improved working efficiency, reduced workload of designers and convenient 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 a method, a system and a medium for automatically generating river closure hydraulic calculation results in the hydraulic and hydroelectric engineering.
Background
During construction diversion, the original river bed water flow is cut off, and finally the river water is guided to the diversion and water release structure to be released, so that the construction process of creating the construction condition of the foundation pit dry land is cut off. The interception is the first step of controlling water flow in the river construction process of the hydraulic and hydroelectric engineering, and is also a key node for controlling subsequent construction. However, the closure is a construction activity in a short time, in a small range and in high strength, and the construction technology and the construction organization relate to various specialties such as engineering hydraulics, construction machinery, diversion engineering and the like, and are very complex. The main hydraulic index (closure hydraulic parameter) in the closure process needs to be predicted through closure hydraulic calculation before closure construction so as to take measures and ensure that closure is smoothly carried out. The calculation result of the closure hydraulic power is the basis of the closure construction organization, and in order to facilitate calculation rechecking and sharing of design results, the calculation parameters, the calculation steps and the calculation results of the closure hydraulic power are explained in detail in the form of compilation results.
Usually, after calculating and obtaining the cutoff water power parameter and storing the cutoff water power parameter into a chart file, a cutoff water power calculation result document is compiled according to a calculation result, however, the compiling process involves a large number of calculation parameters, rich calculation results, numerous types of graphs, tables and numbers and large workload, and if the calculation process is slightly changed, the calculation process needs to be recompiled, and the updating is extremely easy to be incomplete, so that the data are inconsistent.
Disclosure of Invention
The technical problems to be solved by the invention are as follows: aiming at the problems in the prior art, the method, the system and the medium for automatically generating the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering can realize automatic processing, improve the working efficiency, reduce the workload of designers and facilitate content updating.
In order to solve the technical problems, the invention adopts the technical scheme that:
a method for automatically generating a calculation result of river closure water power of a water conservancy and hydropower engineering river channel comprises the following implementation steps:
1) the method comprises the steps of eliminating unique working conditions of the intercepting engineering and different calculation data with different results, determining shared repetitive content related to hydraulic calculation of the intercepting engineering, storing the repetitive content into a document after preprocessing the document, and recording the intercepting hydraulic calculation result which has no calculation result numerical value and only has repetitive narrative content in the document as an intercepting calculation draft master plate;
2) recording the insertion position of each data, table and graph in the calculation draft master document and the corresponding specified data format, establishing a corresponding relation table of parameters such as the insertion position, the calculation result, the format and the like, and recording as a derivation 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 the current data item to be exported in the interception calculation draft master 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 a corresponding position in the master document of the cut calculation draft;
6) setting the filled data format according to the format recorded by the export sequence list;
7) judging whether the data items of the export sequence table are traversed or not, and if not, jumping to the step 3); otherwise, the mother file of the closure calculation draft filled with the data is used as a result file of the closure water conservancy calculation draft of the river channel of the generated hydraulic and hydroelectric engineering, and the processing is finished.
Optionally, the detailed step of determining the common repetitiveness involved in the hydraulic calculation of the closure project in step 1) includes: the method comprises the steps of searching calculation data of the closure engineering design widely, wherein the calculation data comprises closure hydraulic calculation manuscripts already completed by the predecessors, closure hydraulic calculation methods and schemes discussed by researchers, and closure design specifications.
Optionally, when the position of the current data item to be exported in the cut computation master document is determined in step 4), the position of the current data item to be exported in the cut computation master document includes one position or a plurality of positions.
Optionally, when the calculation data corresponding to the current data item to be derived is derived into the master document of the cut calculation draft in step 5), the sub data type is subjected to subsequent processing: for simple data, no subsequent operation is required after insertion; for table data, inserting a new row to store a table, deleting redundant empty rows, setting a table format, and outputting a table name above the table; for a picture, the picture format needs to be adjusted, and a picture name needs to be output below the picture.
Optionally, the setting of the filled data format in step 6) includes at least one of adding table lines to make the table lines become a three-line table, splitting the long table, setting header repetition for the page-crossing table, setting a table line spacing, and centering.
In addition, the invention also provides a system for automatically generating the calculation result of the closure water power of the river channel of the hydraulic and hydro-power engineering, which comprises computer equipment, wherein the computer equipment is programmed or configured to execute the steps of the method for automatically generating the calculation result of the closure water power of the river channel of the hydraulic and hydro-power engineering.
In addition, the invention also provides a system for automatically generating the calculation result of the closure water power of the river channel of the hydraulic and hydro-power 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 method for automatically generating the calculation result of the closure water power of the river channel of the hydraulic and hydro-power engineering.
Furthermore, the invention also provides a computer readable storage medium, which stores a computer program programmed or configured to execute the method for automatically generating the calculation result of the closure water power of the hydraulic and hydro engineering riverway.
Compared with the prior art, the invention has the following advantages:
1. the invention creatively provides a closure hydraulic power calculation draft master mask with certain universality. By widely inquiring the calculation data of the closure engineering design, firstly, the calculation draft formats of the results are basically consistent for most of the closure hydraulic calculation, and the difference only exists in different engineering numerical values. Therefore, after the unique working conditions and different calculation data with different results of the closure project are eliminated, and the repetitive content related to the hydraulic calculation of each closure project is determined, the invention provides a closure hydraulic calculation draft master plate with certain universality by collecting the existing draft calculation documents, combining the existing closure project experience, preprocessing the repetitive content and storing the preprocessed content in the document. The draft calculation master can avoid the influence on the standardability of draft calculation caused by different compiling styles of compiling personnel and the like, and simultaneously lays a foundation for the automation of the engineering so as to further promote the intellectualization and informatization of the engineering.
2. The method aims to realize the automation of the generation of the calculation result of the intercepted hydraulic power by automatically selecting, positioning, exporting, adjusting and storing the result file and the like on the calculation result data of the intercepted hydraulic power, and realize the intellectualization of the generation of the calculation result of the intercepted hydraulic power by carrying out different processing on the data format. The invention can express the calculation result of the intercepted hydraulic power in the form of automatically generated results and convert the calculation result into an intuitive result document. The hydraulic calculation method can effectively shorten the achievement compiling time, reduce the workload of designers and enable the hydraulic calculation achievement to be automatic and intelligent.
3. After the target engineering interception hydraulic power parameter is obtained, the method can automatically output result data to generate a result, so that a designer can concentrate on the design content. The technical advantages of the invention include: the result of the closure hydraulic power calculation chart is associated with the automatic generation of the result document, and the closure hydraulic power calculation document can be quickly, accurately and conveniently provided, so that support is provided for a closure 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 a calculation result (simple data type) of the shut-off water power in the embodiment of the present invention.
Fig. 3 is an example of the calculation result (table data type) of the shut-off hydraulic power in the embodiment of the invention.
Fig. 4 is an example of the calculation result (data graph type) of the shut-off hydraulic power in the embodiment of the invention.
Fig. 5 is a partial example of a computation master in the embodiment of the present invention.
FIG. 6 is an example of a screenshot of form data in an embodiment of the present invention.
Fig. 7 is a screenshot example of a template positioning result in the embodiment of the present invention.
Fig. 8 is an example of a screenshot of a data export result in an embodiment of the present invention.
Fig. 9 is an example of a screenshot of a result of automatically and intelligently changing a data format in an embodiment of the present invention.
Fig. 10 is a final example of the output draft result part in the embodiment of the present invention.
Detailed Description
As shown in fig. 1, the implementation steps of the method for automatically generating the calculation result of the river closure water power in the hydraulic and hydroelectric engineering of the embodiment include:
1) the method comprises the steps of eliminating unique working conditions of the intercepting engineering and different calculation data with different results, determining shared repetitive content related to hydraulic calculation of the intercepting engineering, storing the repetitive content into a document after preprocessing the document, and recording the intercepting hydraulic calculation result which has no calculation result numerical value and only has repetitive narrative content in the document as an intercepting calculation draft master plate;
2) recording the insertion position of each data, table and graph in the calculation draft master document and the corresponding specified data format, establishing a corresponding relation table of parameters such as the insertion position, the calculation result, the format and the like, and recording as a derivation 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 the current data item to be exported in the interception calculation draft master 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 a corresponding position in the master document of the cut calculation draft;
6) setting the filled data format according to the format recorded by the export sequence list;
7) judging whether the data items of the export sequence table are traversed or not, and if not, jumping to the step 3); otherwise, the mother file of the closure calculation draft filled with the data is used as a result file of the closure water conservancy calculation draft of the river channel of the generated hydraulic and hydroelectric engineering, and the processing is finished.
In this embodiment, prior to step 1), it is necessary to prepare the early stage (obtain the calculation result chart by calculating the interception hydraulic power and collect the calculation data of the interception engineering design extensively). In the early preparation, the technical theory of the calculation of the intercepted hydraulic power is quite mature and is not the main content of the invention. The calculation result can be directly given according to the calculation principle of the intercepted hydraulic power. The calculation result form obtained by the calculation of the intercepted hydraulic power can be divided into three types: simple data types, such as a shut-off design flow, a design flow corresponding to a downstream water level, etc., as shown in fig. 2; a table data type, such as a drainage capacity relation table of a diversion building, as shown in fig. 3; the data graph type, such as a relationship graph of the hydraulic parameter change process of the intercepting process, is shown in figure 4. The detailed step of determining the shared repeatability content related to the hydraulic calculation of the closure engineering in the step 1) comprises the following steps: the method comprises the steps of searching calculation data of the closure engineering design widely, wherein the calculation data comprises closure hydraulic calculation manuscripts already completed by the predecessors, closure hydraulic calculation methods and schemes discussed by researchers, and closure design specifications.
In this embodiment, in step 2), the calculation data of the closure engineering design is extensively queried, and it is determined that for most of the closure hydraulic calculation, the formats of the closure manuscripts obtained as the results are basically consistent, and the difference only exists on the basis of different engineering values. And summarizing the shared and repeated contents of the closure project calculation draft through text analysis of the calculation draft, storing the contents into a document after passing through a preprocessing format to obtain a file of the closure hydraulic calculation result without a calculation result and only with repeated narrative contents, and then calling the closure project calculation draft master document. Simultaneously recording the insertion positions of each data, table and graph and the corresponding relation between the insertion positions and the calculation result marks, and directly adding marks at the positions of the single data for the single data; for table data, adding marks at the tail end of a table header; for the data curve graph, adding a section above the picture name to facilitate adding a mark, and simultaneously recording data formats corresponding to different data types. And forming a corresponding relation table of parameters such as insertion positions, calculation results, data formats and the like, and referring to the derivation sequence table. Finally, the partial content of the cut-off computation draft master document of the cut-off hydraulic computation result in the embodiment is shown in fig. 5. In this embodiment, an output process of a table data result (cut-off stock calculation table) is taken as an example, and a specific data result is shown in fig. 6. The interception original master mask of the embodiment extracts calculation general content with certain universality by summarizing and analyzing a plurality of interception engineering design data, calculation schemes and calculation routes recorded by related books, combining interception design specifications and other documents. The proposal of the interception calculation draft master document is creative, and simultaneously, the proposal also lays a standardized foundation for the whole set of interception and even all engineering calculations, and is favorable for further automation and informatization. In order to avoid duplication with Word templates provided by Office, the templates are collectively referred to as cut computation draft masters in the following. The export sequence list simultaneously contains data formats corresponding to various data, and the data formats are stored in a corresponding relation to realize intelligent automatic format processing of each calculation data, and specifically comprise at least one of adding table lines to the table to enable the table to be a three-line table, splitting the long table, setting table head repetition of the cross-page table, setting table line spacing, performing centering processing on table contents and setting table page width.
In this embodiment, in step 3), one data is selected from the export sequence table, and when the current data item to be processed is obtained, the system chooses to complete the result in a form of exporting one parameter at a time and successively cycling because the calculation result data has different parameter types, format types, export modes and positioning modes. It is therefore necessary to determine the data items to be derived 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) in all the calculation result data, since the present embodiment implements the step-by-step location by deriving the table in sequence, the location output process of the data result before the table data result is not detailed here.
In this embodiment, when the position of the current data item to be derived in the cut computation master document is determined in step 4), the position of the current data item to be derived in the cut computation master document includes one position or a plurality of positions. When the position of the current data item to be exported in the master is determined according to the data position recorded by the export sequence table, the corresponding position of each result data in the master needs to be determined according to the export sequence table. Because the same result data repeatedly appears in the master plate and a position possibly needs to output a plurality of result data simultaneously, the positioning of a plurality of data types such as a single data type, a table data type, a data curve graph type and the like needs to be processed respectively. For example, the positioning to the location of the cut-off back-up calculation table of table 3-3 in the cut-off calculation master document is shown in fig. 7.
In step 5) of this embodiment, when the calculation data corresponding to the current data item to be derived is derived to the corresponding position in the master document of the cut calculation draft, the sub data type is subjected to subsequent processing. For simple data, no subsequent operation is required after insertion; for table data, inserting a new row to store a table, deleting redundant empty rows, setting a table format, and outputting a table name above the table; for a picture, the picture format needs to be adjusted, and a picture name needs to be output below the picture. The specific implementation results in this example are shown in fig. 8.
The data format of the just-derived data comes from the format in the calculation result, and there is a case where the result format is not satisfied. Therefore, it is necessary to set the output data format to be the required result format. In this embodiment, step 6) is a step of formatting the calculation data exported to the corresponding position in the cut calculation draft master document. Setting the filled data format includes: adding table lines to make the table into a three-line table format, splitting a long table, setting header repetition for a page-crossing table, setting table row spacing, centering processing control column width and other format processing. Of course, at least one of the above formatting processes may also be selected as desired. In this embodiment, the result of performing format processing such as single-line spacing, centering, column width control, and the like is shown in fig. 9.
And repeatedly executing the step 3) to the step 7) by traversing and selecting one data item in the derivation sequence table, wherein the finally obtained interception calculation draft master document is used as the automatically generated hydraulic calculation result of the hydraulic utility river channel interception. In this embodiment, the number updating and saving operations are performed on the finally obtained interception calculation draft master document, so that the document file is saved as a result file with the project name as the file name, and the automatically generated interception hydraulic calculation result is obtained. The final results are shown in fig. 10.
In addition, the embodiment also provides an automatic generation system of the calculation result of the closure water power of the hydraulic and hydro engineering river channel, which comprises a computer device programmed or configured to execute the steps of the automatic generation method of the calculation result of the closure water power of the hydraulic and hydro engineering river channel in the embodiment.
In addition, the embodiment also provides an automatic generation system of the calculation result of the closure water power of the hydraulic and hydro-power engineering river channel, which comprises a computer device, wherein the computer device at least comprises a microprocessor and a memory, and the memory stores a computer program which is programmed or configured to execute the automatic generation method of the calculation result of the closure water power of the hydraulic and hydro-power engineering river channel in the embodiment.
In addition, the present embodiment also provides a computer readable storage medium, which stores a computer program programmed or configured to execute the automatic generation method of calculation result of river closure water conservancy in hydraulic and hydro-power engineering of the present embodiment.
It should be understood that parts of the specification not set forth in detail are well within the prior art.
It should be understood that the above-mentioned embodiments are described in some detail, and not intended to limit the scope of the invention, and those skilled in the art will be able to make alterations and modifications without departing from the scope of the invention as defined by the appended claims.
Claims (8)
1. A method for automatically generating a calculation result of river closure water power of a water conservancy and hydropower engineering is characterized by comprising the following implementation steps:
1) the method comprises the steps of eliminating unique working conditions of the intercepting engineering and different calculation data with different results, determining shared repetitive content related to hydraulic calculation of the intercepting engineering, storing the repetitive content into a document after preprocessing the document, and recording the intercepting hydraulic calculation result which has no calculation result numerical value and only has repetitive narrative content in the document as an intercepting calculation draft master plate;
2) recording the insertion position of each data, table and graph in the calculation draft master document and the corresponding specified data format, establishing a corresponding relation table of parameters such as the insertion position, the calculation result, the format and the like, and recording as a derivation 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 the current data item to be exported in the interception calculation draft master 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 a corresponding position in the master document of the cut calculation draft;
6) setting the filled data format according to the format recorded by the export sequence list;
7) judging whether the data items of the export sequence table are traversed or not, and if not, jumping to the step 3); otherwise, the mother file of the closure calculation draft filled with the data is used as a result file of the closure water conservancy calculation draft of the river channel of the generated hydraulic and hydroelectric engineering, and the processing is finished.
2. The method for automatically generating the calculation result of the closure water power of the river channel of the hydraulic and hydroelectric engineering according to claim 1, wherein the detailed step of determining the common repetitive content involved in the calculation of the closure water power in step 1) comprises the following steps: the method comprises the steps of searching calculation data of the closure engineering design widely, wherein the calculation data comprises closure hydraulic calculation manuscripts already completed by the predecessors, closure hydraulic calculation methods and schemes discussed by researchers, and closure design specifications.
3. The method for automatically generating the intercepting hydraulic calculation result of the hydraulic and hydroelectric engineering river channel according to claim 1, wherein when the position of the current data item to be exported in the intercepting calculation master document is determined in step 4), the position of the current data item to be exported in the intercepting calculation master document comprises one position or a plurality of positions.
4. The method for automatically generating the river closure hydraulic calculation result of the hydraulic and hydroelectric engineering according to claim 1, wherein when the calculation data corresponding to the current data item to be derived is derived into the master document of the cut calculation draft in step 5), the following processing is performed according to the data type: for simple data, the simple data can be directly inserted into a corresponding position, and subsequent operation is not needed after the simple data are inserted; for table data, inserting a new row to store a table, deleting redundant empty rows, setting a table format, and outputting a table name above the table; for the picture data, the picture format needs to be adjusted, and the picture name needs to be output below the picture.
5. The method according to claim 1, wherein the detailed step of setting the filled data format in step 6) comprises at least one of adding table lines to form a three-line table, splitting a long table, setting header repetition for a page-crossing table, setting table row spacing and centering.
6. A system for automatically generating a calculation result of closure water power of a river channel in a hydraulic and hydro-power engineering, comprising computer equipment, wherein the computer equipment is programmed or configured to execute the steps of the method for automatically generating a calculation result of closure water power of a river channel in a hydraulic and hydro-power engineering according to any one of claims 1 to 5.
7. An automatic generation system of calculation result of closure water power of a river channel in hydraulic and hydro-power engineering, comprising computer equipment, characterized in that 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 calculation result of closure water power of a river channel in hydraulic and hydro-power engineering according to any one of claims 1-5.
8. A computer readable storage medium having stored thereon a computer program programmed or configured to perform the method of automatically generating a calculation result of river closure water conservancy and hydropower engineering according to any one of claims 1-5.
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