CN117708931A - Spoil field design method, device, equipment and computer readable storage medium - Google Patents
Spoil field design method, device, equipment and computer readable storage medium Download PDFInfo
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- 238000013461 design Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 49
- 239000002893 slag Substances 0.000 claims abstract description 321
- 239000002699 waste material Substances 0.000 claims abstract description 313
- 238000012876 topography Methods 0.000 claims abstract description 74
- 230000006870 function Effects 0.000 claims description 8
- 238000012937 correction Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
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- 238000012545 processing Methods 0.000 description 3
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- 230000004888 barrier function Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
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- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- G06F30/12—Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
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- G06F30/23—Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
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Abstract
A spoil field design method, apparatus, device and computer readable storage medium. The method obtains a target waste slag field boundary line based on the width of a water intercepting ditch and an original waste slag field boundary line; setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to a preset elevation; generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the waste slag field topography curved surface based on a target waste slag field boundary line to obtain a target waste slag field topography curved surface; superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field; comparing the volume of the target waste slag field with a preset volume; if the volume of the target waste slag field is equal to the preset volume, the waste slag field is determined to be designed, and the technical problem that the waste slag field cannot be reasonably designed in the related art in the areas where the red line of the waste slag field is close to the forests and the like and can not be acquired is solved.
Description
Technical Field
The application relates to the technical field of engineering construction, in particular to a method, a device, equipment and a computer readable storage medium for designing a waste slag field.
Background
The engineering construction can generate a large amount of waste slag, and the stacking of the waste slag can influence the environment, and adverse geological phenomena such as landslide, barrier lake and the like can be formed due to improper treatment. At present, when a waste slag field is selected, a forest land is often arranged outside a red line, and for areas which cannot be used, such as the waste slag field red line is close to the forest land, the waste slag field is designed in a mode that element lines are arranged from a ditch head, then a slope is alternately placed step by step, and a platform is arranged until a slope top is arranged, but the boundaries on two sides of the waste slag field still occupy the areas which cannot be used, such as the forest land. Therefore, how to reasonably design a waste slag field is a technical problem to be solved at present.
Disclosure of Invention
The application provides a method, a device, equipment and a computer readable storage medium for designing a waste slag field, which can solve the technical problem that the waste slag field cannot be reasonably designed in the prior art in the areas where the red line of the waste slag field is close to a woodland and the like and cannot be acquired.
In a first aspect, an embodiment of the present application provides a method for designing a slag disposal site, the method for designing a slag disposal site including:
obtaining a target waste slag field boundary line based on the width of the intercepting ditch and the original waste slag field boundary line;
setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field;
generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface;
superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field;
comparing the volume of the target waste slag field with a preset volume;
and if the volume of the target waste slag field is equal to the preset volume, determining that the waste slag field is designed.
With reference to the first aspect, in an implementation manner, the step of obtaining the target waste site boundary line based on the width of the intercepting ditch and the original waste site boundary line includes:
and reducing the boundary line of the original waste slag field based on the width of the intercepting ditch to obtain the boundary line of the target waste slag field.
With reference to the first aspect, in an implementation manner, the step of superposing the original waste slag field topography curved surface and the target waste slag field topography curved surface to obtain the volume of the target waste slag field includes:
superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface by using the volume function of the Civil 3D software, and creating a triangular mesh volume curved surface model;
calculating the volume of each triangular cone in the triangular mesh volume curved surface model;
and calculating the sum of the volumes of each triangular cone to obtain the volume of the target waste slag field.
With reference to the first aspect, in an embodiment, after the step of comparing the volume of the target waste site with a preset volume, the method includes:
if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field according to the preset distance interval until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
With reference to the first aspect, in an implementation manner, the step of adjusting the preset elevation if the volume of the target waste slag field is not equal to a preset volume includes:
and if the volume of the target waste slag field is smaller than the preset volume, increasing the preset elevation.
With reference to the first aspect, in an implementation manner, the step of adjusting the preset elevation if the volume of the target waste slag field is not equal to a preset volume includes:
and if the volume of the target waste slag field is larger than the preset volume, reducing the preset elevation.
In a second aspect, an embodiment of the present application provides a waste slag field design apparatus, including:
the first acquisition module is used for obtaining a target waste slag field boundary line based on the width of the intercepting ditch and the original waste slag field boundary line;
the setting module is used for setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field;
the correction module is used for generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, correcting the boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line, and obtaining a target waste slag field topography curved surface;
the second acquisition module is used for superposing the original waste slag field topography curved surface and the target waste slag field topography curved surface to acquire the volume of the target waste slag field;
the comparison module is used for comparing the volume of the target waste slag field with a preset volume;
and the determining module is used for determining that the design of the waste slag field is finished if the volume of the target waste slag field is equal to the preset volume.
With reference to the second aspect, in one embodiment, the slag field design device further includes an adjustment module for:
if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field according to the preset distance interval until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
In a third aspect, an embodiment of the present application provides a waste site design apparatus, including a processor, a memory, and a waste site design program stored on the memory and executable by the processor, wherein the waste site design program, when executed by the processor, implements the steps of the waste site design method as described above.
In a fourth aspect, embodiments of the present application provide a computer readable storage medium having a waste site design program stored thereon, wherein the waste site design program, when executed by a processor, implements the steps of the waste site design method as described above.
The beneficial effects that technical scheme that this application embodiment provided include:
obtaining a target waste slag field boundary line by the width based on the intercepting ditch and the original waste slag field boundary line; setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field; generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface, so that the target waste slag field topography curved surface does not occupy the areas incapable of being assessed such as woodland and the like, water of a filling slope can be converged into surrounding intercepting ditches, and then is led to a low-lying place of the topography, and the problems of water environmental protection, flood discharge and the like are avoided; superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field; comparing the volume of the target waste slag field with a preset volume; if the volume of the target waste slag field is equal to the preset volume, the capacity of the designed target waste slag field just can be used for filling the specified slag amount, the completion of the waste slag field design is determined, and the technical problem that the waste slag field cannot be reasonably designed in the related art in the areas where the red line of the waste slag field is close to the forest land and the like can not be evaluated is solved.
Drawings
FIG. 1 is a schematic flow chart of a first embodiment of a method for designing a waste slag field according to the present application;
FIG. 2 is a schematic plan view of a waste slag field of the method for designing a waste slag field of the present application;
FIG. 3 is a schematic vertical section of a waste slag field of the method for designing a waste slag field of the present application;
FIG. 4 is a schematic flow chart of a second embodiment of the method for designing a waste slag field of the present application;
FIG. 5 is a schematic diagram of a refinement flow chart of step S40 in FIG. 1 of the present application;
FIG. 6 is a schematic diagram of functional modules of an embodiment of the slag yard design apparatus of the present application;
fig. 7 is a schematic hardware structure of a slag disposal site design apparatus according to an embodiment of the present application.
Detailed Description
In order to make the present application solution better understood by those skilled in the art, the following description will clearly and completely describe the technical solution in the embodiments of the present application with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments herein without making any inventive effort, are intended to be within the scope of the present application.
The terms "comprising" and "having" and any variations thereof in the description and claims of the present application and in the foregoing drawings are intended to cover non-exclusive inclusions. For example, a process, method, system, article, or apparatus that comprises a list of steps or elements is not limited to only those listed steps or elements but may include other steps or elements not listed or inherent to such process, method, article, or apparatus. The terms "first," "second," and "third," etc. are used for distinguishing between different objects and not necessarily for describing a sequential or chronological order, and are not limited to the fact that "first," "second," and "third" are not identical.
In the description of embodiments of the present application, "exemplary," "such as," or "for example," etc., are used to indicate an example, instance, or illustration. Any embodiment or design described herein as "exemplary," "such as" or "for example" is not necessarily to be construed as preferred or advantageous over other embodiments or designs. Rather, the use of words such as "exemplary," "such as" or "for example," etc., is intended to present related concepts in a concrete fashion.
In the description of the embodiments of the present application, unless otherwise indicated, "/" means or, for example, a/B may represent a or B; the text "and/or" is merely an association relation describing the associated object, and indicates that three relations may exist, for example, a and/or B may indicate: the three cases where a exists alone, a and B exist together, and B exists alone, and in addition, in the description of the embodiments of the present application, "plural" means two or more than two.
In some of the processes described in the embodiments of the present application, a plurality of operations or steps occurring in a particular order are included, but it should be understood that these operations or steps may be performed out of the order in which they occur in the embodiments of the present application or in parallel, the sequence numbers of the operations merely serve to distinguish between the various operations, and the sequence numbers themselves do not represent any order of execution. In addition, the processes may include more or fewer operations, and the operations or steps may be performed in sequence or in parallel, and the operations or steps may be combined.
First, some technical terms in the present application are explained so as to facilitate understanding of the present application by those skilled in the art.
Intercepting ditch: the gutter is also called a gutter which is arranged outside the top of a cutting slope for intercepting water flowing to a roadbed on a hillside.
Slope toe: the lowest surface of the side slope is at the junction with the original ground.
Contour lines: and a closed curve formed by connecting adjacent points with equal heights on the topographic map.
Civil 3D: the system is drawing software, provides a style mechanism, enables each enterprise organization to define CAD and design standards by itself, and aims at a Building Information Model (BIM) solution for civil engineering design and documentation.
For the purpose of making the objects, technical solutions and advantages of the present application more apparent, the embodiments of the present application will be described in further detail below with reference to the accompanying drawings.
In a first aspect, an embodiment of the present application provides a method for designing a waste slag field.
In an embodiment, referring to fig. 1, fig. 1 is a schematic flow chart of a first embodiment of a method for designing a waste slag field of the present application. As shown in fig. 1, the design method of the waste slag field comprises the following steps:
step S10, obtaining a target waste slag field boundary line based on the width of the intercepting ditch and the original waste slag field boundary line;
in this embodiment, referring to fig. 2, fig. 2 is a schematic plan view of a waste slag field according to the method for designing a waste slag field of the present application. As shown in fig. 2, since the boundary line of the original waste residue field is close to an area where no sign is available, such as a woodland, and there is a strict regulation in terms of soil and water conservation, flood discharge, and the like of the waste residue field, it is necessary to adjust the boundary line of the original waste residue field based on the width of the intercepting ditch, and obtain an adjusted boundary line, and the adjusted boundary line is used as a target waste residue field boundary line.
Further, in an embodiment, step S10 includes:
and reducing the boundary line of the original waste slag field based on the width of the intercepting ditch to obtain the boundary line of the target waste slag field.
In this embodiment, the width of the intercepting ditch is obtained, the boundary line of the original waste slag field is reduced based on the width of the intercepting ditch, and the reduced boundary line of the original waste slag field, namely the boundary line of the target waste slag field, is obtained, so that water flow is prevented from eroding the slope toe of the waste slag field.
Step S20, setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to a preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field;
in this embodiment, a center line of the target waste slag field is determined, contour lines are set at intervals according to a preset distance from the bottommost end of the target waste slag field along a direction perpendicular to the center line of the waste slag field, and two ends of the set contour lines intersect with a boundary line of the target waste slag field, that is, the distances between two ends of the set contour lines perpendicular to the center line of the waste slag field are greater than or equal to the distances between two ends of the boundary line of the target waste slag field perpendicular to the center line of the waste slag field, so that a boundary line of a waste slag field topographic surface generated based on the set contour lines is ensured to be greater than or equal to the boundary line of the target waste slag field.
Step S30, generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface;
in this embodiment, referring to fig. 3, fig. 3 is a schematic vertical section of a waste slag field according to the method for designing a waste slag field of the present application. As shown in fig. 3, a waste slag field topography curved surface is generated by the cinil 3D software based on the set contour line, and the boundary line of the waste slag field topography curved surface is corrected based on the target waste slag field boundary line, so that the boundary line of the waste slag field topography curved surface is overlapped with the target waste slag field boundary line, namely, the target waste slag field boundary line is used as the boundary line of the waste slag field topography curved surface. And correcting the boundary line of the waste slag field topography curved surface based on the boundary line of the target waste slag field, and obtaining the waste slag field topography curved surface after correcting the boundary line as the target waste slag field topography curved surface. The boundary line of the target waste slag field is obtained by reducing the boundary line of the original waste slag field based on the width of the intercepting ditch, so that the surface of the waste slag field topography after the boundary line is corrected, namely the surface of the target waste slag field topography does not occupy the areas which cannot be used by forests and the like, water of the filling slope can be converged into the intercepting ditches around and then led to the low-lying places of the topography, and the problems of water environmental protection, flood discharge and the like are avoided.
S40, superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field;
in the embodiment, the original waste slag field topography curved surface is overlapped with the target waste slag field through the Civil 3D software, and the volume of the target waste slag field is obtained, so that whether the target waste slag field can be filled with the specified slag amount or not can be determined based on the volume of the target waste slag field.
Further, referring to fig. 5, fig. 5 is a schematic diagram of a refinement process of step S40 in fig. 1 of the present application. As shown in fig. 5, step S40 includes:
s401, superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface by using the volume function of Civil 3D software, and creating a triangular mesh volume curved surface model;
step S402, calculating the volume of each triangular cone in the triangular mesh volume curved surface model;
step S403, calculating the sum of the volumes of each triangular pyramid to obtain the volume of the target waste slag field.
In this embodiment, by using the volume function of the cinil 3D software, the original waste slag field topography curved surface and the target waste slag field topography curved surface are superimposed, and a triangular mesh volume curved surface model is created, where the triangular mesh volume curved surface model is composed of triangles in an irregular triangular mesh, and the triangular mesh is composed of triangles that compose a surface triangulation. The curve surface elevation is obtained by interpolation calculation of Gao Chengjin elevation values of the vertexes of the triangle where a certain elevation point is located, and the curve surface is suitable for a changeable complex curve surface obtained by irregularly distributed sampling data. The triangle net volume curved surface indicates the accurate difference between the original waste slag field topography curved surface and the target waste slag field topography curved surface, and an accurate volume calculation result is obtained through the comparison. Therefore, the Z value of any elevation point in the volumetric surface of the triangular mesh is equal to the difference in Z value between the original waste site topographical surface and the target waste site topographical surface at that elevation point.
After the Z value of each elevation point is calculated in a difference mode, the volume of the target waste slag field can be accurately calculated through a three-dimensional geometric calculation model, namely, the volume of each triangular cone in the triangular mesh volume curved surface model is calculated through the three-dimensional geometric calculation model, and then the sum of the volumes of each triangular cone is calculated, so that the volume of the target waste slag field can be obtained.
S50, comparing the volume of the target waste slag field with a preset volume;
in this embodiment, since the capacity of the target waste slag field is required to satisfy the slag stacking amount, after the volume of the target waste slag field is obtained, the volume of the target waste slag field needs to be compared with a preset volume, so as to prevent the designed target waste slag field from being unable to stack the specified slag amount. It is easy to think that the preset volume is the slag piling amount which needs to be met by the target slag disposal field.
And step S60, if the volume of the target waste slag field is equal to the preset volume, determining that the waste slag field design is completed.
In this embodiment, if the volume of the target waste slag field is equal to the preset volume, the capacity of the designed target waste slag field is indicated to just be capable of being filled with the specified slag amount, and the waste slag field is determined to be designed.
In the embodiment, a target waste slag field boundary line is obtained based on the width of the intercepting ditch and the original waste slag field boundary line; setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field; generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface, so that the target waste slag field topography curved surface does not occupy the areas incapable of being assessed such as woodland and the like, water of a filling slope can be converged into surrounding intercepting ditches, and then is led to a low-lying place of the topography, and the problems of water environmental protection, flood discharge and the like are avoided; superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field; comparing the volume of the target waste slag field with a preset volume; if the volume of the target waste slag field is equal to the preset volume, the capacity of the designed target waste slag field just can be used for filling the specified slag amount, the completion of the waste slag field design is determined, and the technical problem that the waste slag field cannot be reasonably designed in the related art in the areas where the red line of the waste slag field is close to the forest land and the like can not be evaluated is solved.
Further, in an embodiment, referring to fig. 4, fig. 4 is a schematic flow chart of a second embodiment of the design method of the waste slag field of the present application. As shown in fig. 4, after step S50, it includes:
and step S70, if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field at intervals of a preset distance until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
In this embodiment, if the volume of the target waste slag field is not equal to the preset volume, the preset elevation is adjusted, and the step of setting the contour lines from the bottommost end of the target waste slag field at intervals of the preset distance until the maximum elevation of the contour lines is equal to the preset elevation is performed, that is, the step S20 to the step S50 are performed, so that the volume of the target waste slag field is changed. And determining that the design of the waste slag field is finished and finishing the circulation until the volume of the target waste slag field is equal to the preset volume.
Further, in an embodiment, the step of adjusting the preset elevation if the volume of the target waste slag field is not equal to a preset volume includes:
and if the volume of the target waste slag field is smaller than the preset volume, increasing the preset elevation.
In this embodiment, after comparing the volume of the target waste slag field with the preset volume, if the volume of the target waste slag field is smaller than the preset volume, it indicates that the capacity of the target waste slag field is smaller than the filling amount requirement, and by increasing the preset elevation, the capacity of the target waste slag field is increased, so that the capacity of the target waste slag field meets the filling amount requirement. The method ensures that the target waste slag field can be filled with the specified slag quantity, and solves the problem that the capacity of the waste slag field designed in the related technology does not meet the filling quantity requirement.
Further, in an embodiment, the step of adjusting the preset elevation if the volume of the target waste slag field is not equal to a preset volume includes:
and if the volume of the target waste slag field is larger than the preset volume, reducing the preset elevation.
In this embodiment, after comparing the volume of the target waste slag field with the preset volume, if the volume of the target waste slag field is greater than the preset volume, the capacity of the target waste slag field is indicated to be greater than the stacking amount requirement, and by reducing the preset elevation, the capacity of the target waste slag field is reduced, so that the capacity of the target waste slag field just meets the stacking amount requirement, and the cost of manpower and material resources in the process of performing on-site excavation according to the designed waste slag field is reduced.
In a second aspect, an embodiment of the present application further provides a slag disposal site design apparatus.
In an embodiment, referring to fig. 6, fig. 6 is a schematic functional block diagram of an embodiment of a slag yard design apparatus according to the present application. As shown in fig. 6, the waste yard design apparatus includes:
a first obtaining module 10, configured to obtain a target waste residue field boundary line based on the width of the intercepting drain and the original waste residue field boundary line;
the setting module 20 is configured to set contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to a preset elevation, where two ends of the contour lines intersect with a boundary line of the target waste slag field;
the correction module 30 is configured to generate a waste slag field topography curved surface through cinil 3D software based on the set contour line, and correct a boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface;
a second obtaining module 40, configured to superimpose the original waste slag field topography curved surface with the target waste slag field topography curved surface to obtain a volume of the target waste slag field;
a comparison module 50 for comparing the volume of the target waste slag field with a preset volume;
a determining module 60, configured to determine that the design of the waste slag field is completed if the volume of the target waste slag field is equal to the preset volume.
Further, in an embodiment, the first obtaining module 10 is configured to:
and reducing the boundary line of the original waste slag field based on the width of the intercepting ditch to obtain the boundary line of the target waste slag field.
Further, in an embodiment, the second obtaining module 40 is configured to:
superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface by using the volume function of the Civil 3D software, and creating a triangular mesh volume curved surface model;
calculating the volume of each triangular cone in the triangular mesh volume curved surface model;
and calculating the sum of the volumes of each triangular cone to obtain the volume of the target waste slag field.
Further, in an embodiment, the slag field design device further includes an adjustment module for:
if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field according to the preset distance interval until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
Further, in an embodiment, the slag field design device further includes an adjustment module for:
and if the volume of the target waste slag field is smaller than the preset volume, increasing the preset elevation.
Further, in an embodiment, the slag field design device further includes an adjustment module for:
and if the volume of the target waste slag field is larger than the preset volume, reducing the preset elevation.
The function implementation of each module in the slag disposal site design device corresponds to each step in the embodiment of the slag disposal site design method, and the function and implementation process of each module are not described in detail herein.
In a third aspect, an embodiment of the present application provides a waste site design apparatus, which may be a personal computer (personal computer, PC), a notebook computer, a server, or the like, having a data processing function.
Referring to fig. 7, fig. 7 is a schematic diagram of a hardware structure of a slag yard design apparatus according to an embodiment of the present application. In an embodiment of the application, the spoil yard design apparatus may include a processor, a memory, a communication interface, and a communication bus.
The communication bus may be of any type for implementing the processor, memory, and communication interface interconnections.
The communication interfaces include input/output (I/O) interfaces, physical interfaces, logical interfaces, and the like for implementing device interconnections within the spoil field design apparatus, as well as interfaces for implementing interconnection of the spoil field design apparatus with other devices (e.g., other computing devices or user devices). The physical interface may be an ethernet interface, a fiber optic interface, an ATM interface, etc.; the user device may be a Display, a Keyboard (Keyboard), or the like.
The memory may be various types of storage media such as random access memory (randomaccess memory, RAM), read-only memory (ROM), nonvolatile RAM (non-volatileRAM, NVRAM), flash memory, optical memory, hard disk, programmable ROM (PROM), erasable PROM (EPROM), electrically erasable PROM (electrically erasable PROM, EEPROM), and the like.
The processor may be a general-purpose processor, and the general-purpose processor may call a waste slag field design program stored in the memory and execute the waste slag field design method provided in the embodiment of the present application. For example, the general purpose processor may be a central processing unit (central processing unit, CPU). The method executed when the waste slag field design program is called can refer to various embodiments of the waste slag field design method, and will not be described herein.
Those skilled in the art will appreciate that the hardware configuration shown in fig. 7 is not limiting of the application and may include more or fewer components than shown, or may combine certain components, or a different arrangement of components.
In a fourth aspect, embodiments of the present application also provide a readable storage medium.
The readable storage medium of the present application stores a waste slag field design program, wherein the waste slag field design program, when executed by a processor, implements the steps of the waste slag field design method as described above.
The method implemented when the slag field design program is executed may refer to various embodiments of the slag field design method of the present application, and will not be described herein.
It should be noted that, the foregoing embodiment numbers are merely for describing the embodiments, and do not represent the advantages and disadvantages of the embodiments.
From the above description of the embodiments, it will be clear to those skilled in the art that the above-described embodiment method may be implemented by means of software plus a necessary general hardware platform, but of course may also be implemented by means of hardware, but in many cases the former is a preferred embodiment. Based on such understanding, the technical solution of the present application may be embodied essentially or in a part contributing to the prior art in the form of a software product stored in a storage medium (e.g. ROM/RAM, magnetic disk, optical disk) as described above, comprising several instructions for causing a terminal device to perform the method described in the various embodiments of the present application.
The foregoing description is only of the preferred embodiments of the present application, and is not intended to limit the scope of the claims, and all equivalent structures or equivalent processes using the descriptions and drawings of the present application, or direct or indirect application in other related technical fields are included in the scope of the claims of the present application.
Claims (10)
1. The design method of the waste slag field is characterized by comprising the following steps of:
obtaining a target waste slag field boundary line based on the width of the intercepting ditch and the original waste slag field boundary line;
setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field;
generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, and correcting the boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line to obtain a target waste slag field topography curved surface;
superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface to obtain the volume of the target waste slag field;
comparing the volume of the target waste slag field with a preset volume;
and if the volume of the target waste slag field is equal to the preset volume, determining that the waste slag field is designed.
2. The method of slag yard design as claimed in claim 1, wherein the step of obtaining the target slag yard boundary line based on the width of the intercepting drain and the original slag yard boundary line comprises:
and reducing the boundary line of the original waste slag field based on the width of the intercepting ditch to obtain the boundary line of the target waste slag field.
3. The method of slag field design as defined in claim 1, wherein the step of superimposing the original slag field topographical surface with the target slag field topographical surface to obtain the volume of the target slag field comprises:
superposing an original waste slag field topography curved surface and a target waste slag field topography curved surface by using the volume function of the Civil 3D software, and creating a triangular mesh volume curved surface model;
calculating the volume of each triangular cone in the triangular mesh volume curved surface model;
and calculating the sum of the volumes of each triangular cone to obtain the volume of the target waste slag field.
4. The method of slag field design as defined in claim 1, comprising, after the step of comparing the volume of the target slag field with a predetermined volume:
if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field according to the preset distance interval until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
5. The method of slag yard design according to claim 4, wherein said step of adjusting said predetermined elevation if the volume of said target slag yard is not equal to a predetermined volume comprises:
and if the volume of the target waste slag field is smaller than the preset volume, increasing the preset elevation.
6. The method of slag yard design according to claim 4, wherein said step of adjusting said predetermined elevation if the volume of said target slag yard is not equal to a predetermined volume comprises:
and if the volume of the target waste slag field is larger than the preset volume, reducing the preset elevation.
7. A waste site design device, characterized in that the waste site design device comprises:
the first acquisition module is used for obtaining a target waste slag field boundary line based on the width of the intercepting ditch and the original waste slag field boundary line;
the setting module is used for setting contour lines from the bottommost end of the target waste slag field at intervals according to a preset distance until the maximum elevation of the contour lines is equal to the preset elevation, wherein two ends of the contour lines are intersected with the boundary line of the target waste slag field;
the correction module is used for generating a waste slag field topography curved surface through Civil 3D software based on the set contour line, correcting the boundary line of the waste slag field topography curved surface based on the target waste slag field boundary line, and obtaining a target waste slag field topography curved surface;
the second acquisition module is used for superposing the original waste slag field topography curved surface and the target waste slag field topography curved surface to acquire the volume of the target waste slag field;
the comparison module is used for comparing the volume of the target waste slag field with a preset volume;
and the determining module is used for determining that the design of the waste slag field is finished if the volume of the target waste slag field is equal to the preset volume.
8. The spoil field design apparatus of claim 7, further comprising an adjustment module for:
if the volume of the target waste slag field is not equal to the preset volume, adjusting the preset elevation, and returning to execute the step of setting the contour lines from the bottommost end of the target waste slag field according to the preset distance interval until the maximum elevation of the contour lines is equal to the preset elevation until the volume of the target waste slag field is equal to the preset volume.
9. A waste site design device, characterized in that it comprises a processor, a memory, and a waste site design program stored on the memory and executable by the processor, wherein the waste site design program, when executed by the processor, implements the steps of the waste site design method according to any one of claims 1 to 6.
10. A computer readable storage medium, characterized in that the computer readable storage medium has stored thereon a waste yard design program, wherein the waste yard design program, when executed by a processor, implements the steps of the waste yard design method according to any one of claims 1 to 6.
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| CN202311693247.1A CN117708931A (en) | 2023-12-08 | 2023-12-08 | Spoil field design method, device, equipment and computer readable storage medium |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202311693247.1A CN117708931A (en) | 2023-12-08 | 2023-12-08 | Spoil field design method, device, equipment and computer readable storage medium |
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| CN (1) | CN117708931A (en) |
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