CN110374061A - The toe board alignment on rock-faced dam dam determines method and device - Google Patents
The toe board alignment on rock-faced dam dam determines method and device Download PDFInfo
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- CN110374061A CN110374061A CN201910679241.6A CN201910679241A CN110374061A CN 110374061 A CN110374061 A CN 110374061A CN 201910679241 A CN201910679241 A CN 201910679241A CN 110374061 A CN110374061 A CN 110374061A
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- Prior art keywords
- toe board
- line
- layout drawing
- toe
- dam
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
- E02B7/06—Earth-fill dams; Rock-fill dams
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Abstract
The present invention provides a kind of toe board alignments on rock-faced dam dam to determine method and device, is related to hydraulic and hydroelectric engineering technical field.This method comprises: obtaining the toe board T line Panel Data in target river；The geologic section layout drawing of toe board is determined according to the toe board T line Panel Data；Judge whether the arrangement of toe board T line meets preset condition according to the geologic section layout drawing of the toe board；The preset condition is determined according to rock-fill dams design specification；If meeting the preset condition, toe board alignment is obtained according to the geologic section layout drawing of the toe board.The present invention is not necessarily to obtain the toe board alignment in target river by complicated numerical computation method, avoid occur in design toe board rerouting process due to the excessive bring puzzlement of calculation amount.
Description
Technical field
The present invention relates to hydraulic and hydroelectric engineering technical fields, determine more particularly, to a kind of toe board alignment on rock-faced dam dam
Method and device.
Background technique
Rock-faced dam toe plate alignment mostly according to the topographic and geologic condition of toe board in " Hydraulic Design handbook ", tentatively drafts toe
Plate is segmented the angle theta of number of segment and each section of toe board axis and the axis of dam, according to panel gradient m, can inquire into toe board " Z " line and level
The angle theta in face1And its gradient m1, the vertical panel in " Z " line direction and the angle theta of horizontal plane2And its gradient m2, using a system
Arrange complicated calculating, the final critical control point coordinate position for obtaining each section of toe board.
The prior art generally sits calibration method by the key point that the complex calculation of Excel calculates toe board to determine that toe board is fixed
Line, it is computationally intensive.Therefore, how under the premise of avoiding complex calculation, rapidly and accurately determine that the toe board on rock-faced dam dam is fixed
Line becomes problem in need of consideration.
Summary of the invention
In view of this, the purpose of the present invention is to provide a kind of toe board alignments on rock-faced dam dam to determine method and device,
In conjunction with three-dimensional modeling method, without obtaining the toe board alignment in target river by complicated numerical computation method, in geologic section
On quick judgement is made to the reasonability of the toe board in target river arrangement, avoid occur in design process due to calculation amount mistake
Big bring puzzlement.
In a first aspect, the embodiment of the invention provides a kind of toe board alignments on rock-faced dam dam to determine method, comprising: obtain
The toe board T line Panel Data in target river；The geologic section layout drawing of toe board is determined according to the toe board T line Panel Data；Root
Judge whether the arrangement of toe board T line meets preset condition according to the geologic section layout drawing of the toe board；The preset condition according to
Rock-fill dams design specification determines；If meeting the preset condition, toe is obtained according to the geologic section layout drawing of the toe board
Plate alignment.
With reference to first aspect, the embodiment of the invention provides the first possible embodiments of first aspect, wherein institute
The step of stating the toe board T line Panel Data for obtaining target river, comprising: determine the first of target river according to target river data
Toe board T line layout drawing；The toe board T line layout drawing includes the toe board T line and the axis of dam of target riverbed and target bank slope section；According to
The first toe board T line layout drawing obtains toe board T line Panel Data.
The possible embodiment of with reference to first aspect the first, the embodiment of the invention provides second of first aspect
Possible embodiment, wherein it is pre- that the geologic section layout drawing according to the toe board judges whether toe board T line arrangement meets
If the step of condition, comprising: judge whether the toe board T line is located at severely-weathered layer and weak weathered layer based on computer picture recognition
Between；If the toe board T line, between the severely-weathered layer and the weak weathered layer, determination meets preset condition.
The possible embodiment of second with reference to first aspect, the embodiment of the invention provides the third of first aspect
Possible embodiment, wherein further include: if the toe board T line be not located at the severely-weathered layer and the weak weathered layer it
Between, then the second toe board T line layout drawing is determined according to toe board T line arrangement and the position of the severely-weathered layer and weak weathered layer, according to
The second toe board T line layout drawing determines the first new toe board T line layout drawing, reacquires the toe board T line panel in target river
Model, until the toe board T line meets the preset condition.
With reference to first aspect, the embodiment of the invention provides the 4th kind of possible embodiments of first aspect, wherein institute
State the step of geologic section layout drawing of toe board is determined according to the toe board T line Panel Data, comprising: read the toe board T line
The height value of each turning point in Panel Data, and toe board T line arrangement is added in log sheet according to the height value, it obtains
Obtain the geologic section layout drawing of toe board.
The possible embodiment of with reference to first aspect the first, the embodiment of the invention provides the 5th kind of first aspect
Possible embodiment, wherein the step of the first toe board T line layout drawing that target river is determined according to target river data
Suddenly, comprising: the first toe board T line layout drawing is determined according to the cross-section in river；The cross-section includes
Severely-weathered layer and weak weathered layer.
The possible embodiment of with reference to first aspect the first, the embodiment of the invention provides the 6th kind of first aspect
Possible embodiment, wherein the first toe board T line layout drawing that target river is determined according to target river data, comprising:
Receive the toe board T line layout drawing in the target river of user's input, and the toe board T line layout drawing in the target river according to user's input
Determine the first toe board T line layout drawing.
Second aspect, the embodiment of the present invention also provide a kind of toe board alignment determining device on rock-faced dam dam, comprising: obtain
Module, for obtaining the toe board T line Panel Data in target river；Computing module, for true according to the toe board T line Panel Data
Determine the geologic section layout drawing of toe board；Judgment module judges toe board T line for the geologic section layout drawing according to the toe board
Whether arrangement meets preset condition；The preset condition is determined according to rock-fill dams design specification；First execution module, in toe
When plate T line arrangement meets preset condition, toe board alignment is obtained according to the geologic section layout drawing of the toe board.
The third aspect, the embodiment of the invention provides a kind of electronic equipment, including memory, processor, the memories
In be stored with the computer program that can be run on the processor, wherein when the processor executes the computer program
The step of realizing method as described in relation to the first aspect.
Fourth aspect, the embodiment of the invention provides a kind of computer-readable mediums, wherein the computer-readable medium
Computer executable instructions are stored with, the computer executable instructions are when being called and being executed by processor, the computer
Executable instruction promotes the method for the processor realization as described in relation to the first aspect.
The embodiment of the invention provides a kind of toe board alignments on rock-faced dam dam to determine method and device, first acquisition target
The toe board T line Panel Data in river, then determines the geologic section layout drawing of toe board according to toe board T line Panel Data, further according to
The geologic section layout drawing of toe board judges whether the arrangement of toe board T line meets preset condition, if meeting preset condition, basis
The geologic section layout drawing of toe board obtains toe board alignment.The above method can determine toe based on the toe board T line Panel Data of acquisition
The geologic section layout drawing of plate makes quick judgement to the reasonability of the toe board T line arrangement in target river on geologic section, should
Mode is not necessarily to obtain the toe board alignment in target river by complicated numerical computation method, avoids in design toe board rerouting process
Occur due to calculation amount excessive bring puzzlement.
Other features and advantages of the present invention will illustrate in the following description, also, partly become from specification
It obtains it is clear that understand through the implementation of the invention.The objectives and other advantages of the invention are in specification, claims
And specifically noted structure is achieved and obtained in attached drawing.
To enable the above objects, features and advantages of the present invention to be clearer and more comprehensible, preferred embodiment is cited below particularly, and cooperate
Appended attached drawing, is described in detail below.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is that a kind of toe board alignment on rock-faced dam dam provided in an embodiment of the present invention determines method flow diagram；
Fig. 2 is a kind of first toe board T line layout drawing provided in an embodiment of the present invention；
Fig. 3 is a kind of toe board T line Panel Data schematic diagram provided in an embodiment of the present invention；
Fig. 4 is a kind of geologic section layout drawing of toe board provided in an embodiment of the present invention；
Fig. 5 is a kind of toe board alignment determining device structural schematic diagram on rock-faced dam dam provided in an embodiment of the present invention；
Fig. 6 is electronic devices structure figure provided in an embodiment of the present invention.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with attached drawing to the present invention
Technical solution be clearly and completely described, it is clear that described embodiments are some of the embodiments of the present invention, rather than
Whole embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Under every other embodiment obtained, shall fall within the protection scope of the present invention.
For the prior art when determining toe board alignment, the main method of use is to calculate toe board by the complex calculation of Excel
Key point coordinate therefore how under the premise of avoiding complex calculation, rapidly and accurately determine that the toe board on rock-faced dam dam is fixed
Line becomes problem in need of consideration.Based on this, a kind of toe board alignment determination side on rock-faced dam dam provided in an embodiment of the present invention
Method and device can determine the geologic section layout drawing of toe board based on the toe board T line Panel Data of acquisition, right on geologic section
The reasonability of the toe board T line arrangement in target river makes quick judgement, and which is not necessarily to obtain by complicated numerical computation method
The toe board alignment for taking target river, avoid occur in design toe board rerouting process due to calculation amount excessive bring puzzlement.
For the toe convenient for understanding the present embodiment, first to a kind of rock-faced dam dam disclosed in the embodiment of the present invention
Plate alignment determines that method describes in detail.
Embodiment one:
The embodiment of the invention provides a kind of toe board alignments on rock-faced dam dam to determine method, as shown in Figure 1, this method packet
Include following steps:
S102: the toe board T line Panel Data in target river is obtained.
According to target river data, the toe board of the preliminary river-bed section for generating target river and bank slope section is segmented number of segment and each section
The angle of toe board axis and the axis of dam, to obtain the toe board T line layout drawing being made of multistage toe board and the axis of dam.According to toe board
T line layout drawing establishes the toe board T line Panel Data in target river in 3 d modeling software.Wherein, target river is in river
In construction, need to carry out any river of toe board alignment.
S104: the geologic section layout drawing of toe board is determined according to toe board T line Panel Data.
The address section layout drawing for being added with toe board T line is obtained according to toe board T line Panel Data, as shown in Figure 4.Specifically
, using the left end of river-bed section panel hemline as reference coordinate origin, read the height of each turning point in toe board T line Panel Data
Spacing between journey value and each turning point obtains elevation of top surface value (namely each turnover of each turning point h1~h5 of panel
Point arrives the vertical range of the axis of dam)；And it is cutd open according to the spacing between the height value of each turning point and each turning point in geology
Toe board T line arrangement is added in the figure of face, obtains the geologic section layout drawing of toe board, the h3- in the geologic section layout drawing of Fig. 4 toe board
H4 line segment is the river-bed section toe board T line in toe board T line Panel Data.By on geologic section setting-out go out river-bed section and bank slope
The section of section toe board, determines the reasonability of toe board depth of placement.
S106: judging whether the arrangement of toe board T line meets preset condition according to the geologic section layout drawing of toe board, presets item
Part is determined according to rock-fill dams design specification.
If meeting preset condition, S108 is thened follow the steps；If being unsatisfactory for preset condition, S110 is thened follow the steps.
Preset condition is determined according to rock-fill dams design specification, and the toe board arrangement in target river should meet " concrete surface
Sheetpile masonry dam design specification (SL 228-2013) " in requirement: in, low rock, toe board depth of placement Ying Qiang
Weathered layer lower part；High dam toe board depth of placement should be on weak weathered layer top.
After the geologic section layout drawing for determining toe board, according to factors such as the height of face dam, foundation bearing capacities, based on calculating
Machine image recognition technology judges target river by identifying the intersection situation of toe board T line and severely-weathered lower limit and weak weathering lower limit
Toe board T line whether be located between severely-weathered layer and weak weathered layer.If toe board T line be located at severely-weathered layer and weak weathered layer it
Between, determination meets preset condition；If toe board T line has with the severely-weathered lower limit of severely-weathered layer or the weak weathering lower limit of weak weathered layer
Intersection point, and there are the tops that the broken line of toe board T line is fully located at severely-weathered lower limit, or there are the broken line of toe board T line is complete
It is located at the lower section of weak weathering lower limit entirely, then the arrangement of toe board T line is unsatisfactory for preset condition.
In practical applications, the geologic section layout drawing of toe board can also such as be put using other embodiments
It is placed in plane coordinates axle, by according to the interval between the height value and each turning point of each turning point of toe board T line, obtains each
The coordinate of a turning point, the function expression of every section of toe board T line is obtained further according to the coordinate of each turning point, then judges every section of toe
The relationship of the curve of plate T line function and known severely-weathered lower limit and weak weathering lower limit.The function line segment position of toe board T line if it exists
In the top of severely-weathered lower limit, or there are the lower sections that the function line segment of toe board T line is located at weak weathering lower limit, then toe board T line is arranged
It is unsatisfactory for preset condition；If the function line segment of toe board T line is all located between two curves of severely-weathered lower limit and weak weathering lower limit,
Toe board T line arrangement meets preset condition.
S108: toe board alignment is obtained according to the geologic section layout drawing of toe board.
When the arrangement of toe board T line in the geologic section layout drawing of toe board meets preset condition, then it will meet preset condition
Toe board T line layout drawing as obtain toe board alignment.
S110: determining the second toe board T line layout drawing according to toe board T line arrangement and the position of severely-weathered layer and weak weathered layer,
The first new toe board T line layout drawing is determined according to the second toe board T line layout drawing, reacquires the toe board T line panel in target river
Model, until toe board T line meets preset condition.
When the arrangement of toe board T line in the geologic section layout drawing of toe board is unsatisfactory for preset condition, according to toe board T line and by force
The positional relationship of weathering lower limit and weak weathering lower limit (illustratively, can be known according to the image used in above-mentioned steps S108
Other technology obtains the method that the geologic section layout drawing of toe board is put into reference axis) it adjusts in the geologic section layout drawing of toe board
The turning point position of toe board T line, so that the second toe board T line layout drawing behind adjustment turning point position is obtained, by the second toe board T line
Layout drawing returns to step S102 as the first new toe board T line layout drawing, according to the first new toe board T line layout drawing,
The toe board T line Panel Data in target river is reacquired, until toe board T line meets preset condition.
A kind of toe board alignment on rock-faced dam dam provided in an embodiment of the present invention determines method, can be based on the toe board of acquisition
T line Panel Data determines the geologic section layout drawing of toe board, and it is reasonable to arrange on geologic section to the toe board T line in target river
Property make quick judgement, which is not necessarily to obtain the toe board alignment in target river by complicated numerical computation method, avoids
Occur in design toe board rerouting process due to calculation amount excessive bring puzzlement.
Alternatively, above-mentioned steps S102, comprising the following steps:
Step 1, the first toe board T line layout drawing that target river is determined according to target river data；Toe board T line layout drawing packet
Include the toe board T line and the axis of dam of target riverbed and target bank slope section.
The river data it needs to be determined that the target river of toe board alignment are obtained, river data include river-bed section and bank slope section
Cross-section, cross-section include the location information of severely-weathered line and weak weathering line.It is true according to target river data
Set the goal the first toe board T line layout drawing in river, and illustratively, the first toe board T line layout drawing includes target riverbed and target bank
The toe board T line and the axis of dam of slope section, as shown in Figure 2.The acquisition modes of first toe board T line layout drawing include: according to target river
Data automatically generate the first toe board T line layout drawing；The first toe is determined according to the toe board T line layout drawing in the target river of user's input
Plate T line layout drawing.It, can be according to the target river that user inputs when user inputs the toe board T line layout drawing in target river
Toe board T line layout drawing determines the first toe board T line layout drawing；When user does not input the toe board T line layout drawing in target river, then root
The first toe board T line layout drawing is automatically generated according to target river data.
Generate the first toe board T line layout drawing according to the river data in target river, specifically, can according to severely-weathered line and
The position coordinates of weak weathering line, add several turning points at random between severely-weathered line and weak weathering line, and by several turns
Break generates line, to generate the toe board T line in the target riverbed and target bank slope section with several segments toe board, and by riverbed and
The polygon of toe board T line and the axis of dam composition closure of target bank slope section, to obtain the first toe board T line layout drawing.
It can also be other embodiments, can be the toe board T line layout drawing for receiving the target river of user's input, according to
The toe board T line layout drawing in the target river of user's input determines the first toe board T line layout drawing.The user, which can be, has abundant river
The engineer of road toe slab design experience, engineer draw the sketch that toe board T line is arranged according to the river data in target river, are not necessarily to
By complicated calculations, the toe board T line layout drawing of user's input is received, and using the toe board T line layout drawing of user's input as first
Toe board T line layout drawing.
Step 2 obtains toe board T line Panel Data according to the first toe board T line layout drawing.
Panel Data identical with the first toe board T line layout drawing shape is established in 3 d modeling software, as toe board T line
Panel Data.Illustratively, above-mentioned 3 d modeling software can be CAD graphics software.The first toe board T line cloth according to fig. 2
Set the toe board T line Panel Data of figure foundation, as shown in figure 3, be labelled in figure each turning point h1 of toe board T line Panel Data~
h5.Determine the T line of toe board in river-bed section and the sky of bank slope section by establishing panel model method combination geometric construction method
Between arrange.
The embodiment of the invention provides a kind of toe board alignments on rock-faced dam dam to determine method, and this method is by establishing riverbed
The toe board T line Panel Data of section and bank slope section reads the turning point height value of boundary line at the top of the panel of toe board T line model, root
Toe board T line is placed in log sheet according to turning point height value, the reasonability of toe board T line section is judged, if meeting condition
Toe board alignment is determined, if realignment can also quickly be carried out and make corresponding adjustment by being unsatisfactory for condition.This method combines three-dimensional
Modeling method determines the toe board alignment in target river not against complicated numerical computation method, avoids in design process and occur
Due to calculation amount excessive bring puzzlement.
Embodiment two:
The embodiment of the invention provides a kind of toe board alignment determining devices on rock-faced dam dam, and the device is for realizing above-mentioned
Method shown in embodiment one, as shown in figure 5, the device includes:
Module 51 is obtained, for obtaining the toe board T line Panel Data in target river.In practical applications, module 51 is obtained
The first toe board T line layout drawing in target river is determined according to target river data, toe board T line layout drawing includes target riverbed and mesh
Mark the toe board T line and the axis of dam of bank slope section；Toe board T line Panel Data is obtained according to the first toe board T line layout drawing.
Computing module 52, for determining the geologic section layout drawing of toe board according to toe board T line Panel Data.In practical application
In, computing module 52 is used to read the height value of each turning point in toe board T line Panel Data, and is cutd open according to height value in geology
Toe board T line arrangement is added in the figure of face, obtains the geologic section layout drawing of toe board.
Judgment module 53, for the geologic section layout drawing according to toe board judge toe board T line arrangement whether meet it is default
Condition；Preset condition is determined according to rock-fill dams design specification.In practical applications, judgment module 53 is based on computer picture recognition
Judge whether toe board T line is located between severely-weathered layer and weak weathered layer, if toe board T line be located at severely-weathered layer and weak weathered layer it
Between, determination meets preset condition.
First execution module 54, for being arranged according to the geologic section of toe board when toe board T line arrangement meets preset condition
Figure obtains toe board alignment.When the arrangement of toe board T line in the geologic section layout drawing of toe board meets preset condition, then will meet pre-
If the toe board T line layout drawing of condition is as the toe board alignment obtained.
The toe board alignment determining device on above-mentioned rock-faced dam dam as a preferred method, further includes:
Second execution module 55, for being arranged according to toe board T line and strong when toe board T line arrangement is unsatisfactory for preset condition
The position of weathered layer and weak weathered layer determines the second toe board T line layout drawing, determines new first according to the second toe board T line layout drawing
Toe board T line layout drawing reacquires the toe board T line Panel Data in target river, until toe board T line meets preset condition.
The embodiment of the invention provides a kind of toe board alignment determining devices on rock-faced dam dam, provide with above-described embodiment one
The toe board alignment on rock-faced dam dam determine method technical characteristic having the same, so also can solve identical technical problem,
Reach identical technical effect.
The technical effect of device provided by the present embodiment, realization principle and generation is identical with previous embodiment, for letter
It describes, Installation practice part does not refer to place, can refer to corresponding contents in preceding method embodiment.
Embodiment three:
A kind of electronic equipment provided in an embodiment of the present invention, as shown in fig. 6, electronic equipment includes processor 61, memory
62, the computer program that can be run on the processor is stored in the memory, the processor executes the calculating
The step of method that above-described embodiment one provides is realized when machine program.
Referring to Fig. 6, electronic equipment further include: bus 64 and communication interface 63, processor 61, communication interface 63 and memory
62 are connected by bus 64.Processor 61 is for executing the executable module stored in memory 62, such as computer program.
Wherein, memory 62 may include high-speed random access memory (RAM, Random Access Memory),
It may further include nonvolatile memory (non-volatile memory), for example, at least a magnetic disk storage.By at least
One communication interface 63 (can be wired or wireless) realizes the communication between the system network element and at least one other network element
Connection, can be used internet, wide area network, local network, Metropolitan Area Network (MAN) etc..
Bus 64 can be isa bus, pci bus or eisa bus etc..The bus can be divided into address bus, data
Bus, control bus etc..Only to be indicated with a four-headed arrow convenient for indicating, in Fig. 6, it is not intended that an only bus or
A type of bus.
Wherein, memory 62 is for storing program, and the processor 61 executes the journey after receiving and executing instruction
Sequence, method performed by the device that the stream process that aforementioned any embodiment of the embodiment of the present invention discloses defines can be applied to handle
In device 61, or realized by processor 61.
Processor 61 may be a kind of IC chip, the processing capacity with signal.During realization, above-mentioned side
Each step of method can be completed by the integrated logic circuit of the hardware in processor 61 or the instruction of software form.Above-mentioned
Processor 61 can be general processor, including central processing unit (Central Processing Unit, abbreviation CPU), network
Processor (Network Processor, abbreviation NP) etc..It can also be digital signal processor (Digital Signal
Processing, abbreviation DSP), specific integrated circuit (Application Specific Integrated Circuit, referred to as
ASIC), ready-made programmable gate array (Field-Programmable Gate Array, abbreviation FPGA) or other are programmable
Logical device, discrete gate or transistor logic, discrete hardware components.It may be implemented or execute in the embodiment of the present invention
Disclosed each method, step and logic diagram.General processor can be microprocessor or the processor is also possible to appoint
What conventional processor etc..The step of method in conjunction with disclosed in the embodiment of the present invention, can be embodied directly in hardware decoding processing
Device executes completion, or in decoding processor hardware and software module combination execute completion.Software module can be located at
Machine memory, flash memory, read-only memory, programmable read only memory or electrically erasable programmable memory, register etc. are originally
In the storage medium of field maturation.The storage medium is located at memory 62, and processor 61 reads the information in memory 62, in conjunction with
Its hardware completes the step of above method.
Example IV:
A kind of computer-readable medium provided in an embodiment of the present invention, wherein the computer-readable medium storage has meter
Calculation machine executable instruction, when being called and being executed by processor, the computer is executable to be referred to the computer executable instructions
Order promotes the processor to realize method described in embodiment one.
Unless specifically stated otherwise, the opposite step of the component and step that otherwise illustrate in these embodiments, digital table
It is not limit the scope of the invention up to formula and numerical value.
It is apparent to those skilled in the art that for convenience and simplicity of description, the system of foregoing description
It with the specific work process of device, can refer to corresponding processes in the foregoing method embodiment, details are not described herein.
In addition, in the description of the embodiment of the present invention unless specifically defined or limited otherwise, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
It, can be with if the function is realized in the form of SFU software functional unit and when sold or used as an independent product
It is stored in a computer readable storage medium.Based on this understanding, technical solution of the present invention is substantially in other words
The part of the part that contributes to existing technology or the technical solution can be embodied in the form of software products, the meter
Calculation machine software product is stored in a storage medium, including some instructions are used so that a computer equipment (can be a
People's computer, server or network equipment etc.) it performs all or part of the steps of the method described in the various embodiments of the present invention.
And storage medium above-mentioned includes: that USB flash disk, mobile hard disk, read-only memory (ROM, Read-Only Memory), arbitrary access are deposited
The various media that can store program code such as reservoir (RAM, Random Access Memory), magnetic or disk.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
Finally, it should be noted that embodiment described above, only a specific embodiment of the invention, to illustrate the present invention
Technical solution, rather than its limitations, scope of protection of the present invention is not limited thereto, although with reference to the foregoing embodiments to this hair
It is bright to be described in detail, those skilled in the art should understand that: anyone skilled in the art
In the technical scope disclosed by the present invention, it can still modify to technical solution documented by previous embodiment or can be light
It is readily conceivable that variation or equivalent replacement of some of the technical features；And these modifications, variation or replacement, do not make
The essence of corresponding technical solution is detached from the spirit and scope of technical solution of the embodiment of the present invention, should all cover in protection of the invention
Within the scope of.Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. a kind of toe board alignment on rock-faced dam dam determines method characterized by comprising
Obtain the toe board T line Panel Data in target river；
The geologic section layout drawing of toe board is determined according to the toe board T line Panel Data；
Judge whether the arrangement of toe board T line meets preset condition according to the geologic section layout drawing of the toe board；The default item
Part is determined according to rock-fill dams design specification；
If meeting the preset condition, toe board alignment is obtained according to the geologic section layout drawing of the toe board.
2. the method according to claim 1, wherein the toe board T line Panel Data for obtaining target river
Step, comprising:
The first toe board T line layout drawing in target river is determined according to target river data；The toe board T line layout drawing includes target
The toe board T line and the axis of dam in riverbed and target bank slope section；
Toe board T line Panel Data is obtained according to the first toe board T line layout drawing.
3. according to the method described in claim 2, it is characterized in that, described judge according to the geologic section layout drawing of the toe board
The step of whether toe board T line arrangement meets preset condition, comprising:
Judge whether the toe board T line is located between severely-weathered layer and weak weathered layer based on computer picture recognition；
If the toe board T line, between the severely-weathered layer and the weak weathered layer, determination meets preset condition.
4. according to the method described in claim 3, it is characterized by further comprising:
If the toe board T line is not located between the severely-weathered layer and the weak weathered layer, according to toe board T line arrangement and institute
The position for stating severely-weathered layer and weak weathered layer determines the second toe board T line layout drawing, is determined according to the second toe board T line layout drawing
The first new toe board T line layout drawing reacquires the toe board T line Panel Data in target river, until the toe board T line meets institute
State preset condition.
5. the method according to claim 1, wherein described determine toe board according to the toe board T line Panel Data
Geologic section layout drawing the step of, comprising:
The height value of each turning point in the toe board T line Panel Data is read, and according to the height value in log sheet
Middle addition toe board T line arrangement, obtains the geologic section layout drawing of toe board.
6. according to the method described in claim 2, it is characterized in that, described determine the of target river according to target river data
The step of one toe board T line layout drawing, comprising:
The first toe board T line layout drawing is determined according to the cross-section in river；The cross-section includes high wind
Change layer and weak weathered layer.
7. according to the method described in claim 2, it is characterized in that, described determine the of target river according to target river data
One toe board T line layout drawing, comprising:
Receive the toe board T line layout drawing in the target river of user's input, and the toe board T line cloth in the target river according to user's input
It sets figure and determines the first toe board T line layout drawing.
8. a kind of toe board alignment determining device on rock-faced dam dam characterized by comprising
Module is obtained, for obtaining the toe board T line Panel Data in target river；
Computing module, for determining the geologic section layout drawing of toe board according to the toe board T line Panel Data；
Judgment module judges whether the arrangement of toe board T line meets default item for the geologic section layout drawing according to the toe board
Part；The preset condition is determined according to rock-fill dams design specification；
First execution module, for toe board T line arrangement meet preset condition when, according to the geologic section layout drawing of the toe board
Obtain toe board alignment.
9. a kind of electronic equipment, including memory, processor, be stored in the memory to run on the processor
Computer program, which is characterized in that the processor realizes that the claims 1 to 7 are any when executing the computer program
The step of method described in item.
10. a kind of computer-readable medium, which is characterized in that the computer-readable medium storage has computer is executable to refer to
It enables, for the computer executable instructions when being called and being executed by processor, the computer executable instructions promote the place
It manages device and realizes the described in any item methods of claim 1 to 7.
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| CN201910679241.6A CN110374061B (en) | 2019-07-25 | 2019-07-25 | Toe board alignment determining method and device for rock-fill face dam |
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| CN201910679241.6A CN110374061B (en) | 2019-07-25 | 2019-07-25 | Toe board alignment determining method and device for rock-fill face dam |
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