CN109711021A - Substation's flood control optimum design method, device and computer equipment - Google Patents
Substation's flood control optimum design method, device and computer equipment Download PDFInfo
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- CN109711021A CN109711021A CN201811543107.5A CN201811543107A CN109711021A CN 109711021 A CN109711021 A CN 109711021A CN 201811543107 A CN201811543107 A CN 201811543107A CN 109711021 A CN109711021 A CN 109711021A
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Abstract
This application involves a kind of substation flood control optimum design method, device and computer equipments, the method includes obtaining the Zhanqian District depth of fill according to flood control standard water level, and are based on the Zhanqian District depth of fill, choose multiple distribution areas depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, substation's flood control mathematical optimization models are run；Corresponding difference in height, is confirmed as the Zhanqian District of substation and the flood control difference in height in distribution area when substation's flood control mathematical optimization models are minimized；According to flood control difference in height, export the flood control Optimum Design Results of substation, the application can be different with distribution area according to Zhanqian District flood control characteristic, different flood control strategies is respectively adopted to Zhanqian District and distribution area, the depth of fill is chosen respectively to Zhanqian District and distribution area, to meet Zhanqian District and requirement of the distribution area for design of flood control, substation's flood control risks can be reduced.
Description
Technical field
This application involves flood control works technical fields, more particularly to a kind of substation flood control optimum design method, device
And computer equipment.
Background technique
The flood range of the influence of climate geographical conditions and socio-economic factor, China is wide, removes desert, Extreme Dry
Outside nonirrigated farmland area and extremely frigid zones, national territorial area all various degrees in China about 2/3 and different types of flood.
Wherein annual precipitation is more and 60%~80% concentrates on flood season 6 to the eastern region of September, it occur frequently that storm flood.Secondly
Flood occur it is frequent, sudden it is strong, almost have different degrees of flood every year.With China's economic strength
Enhancing, country have formulated various disaster prevention and control emergency mechanisms, alleviate casualty loss as much as possible, but flood all bands every time
Carry out great economic loss, brings very big influence to people's production and living.
Hinge of the substation as grid power transmission, safely operation is related to the people and normally lives, therefore substation
It is particularly significant to carry out flood control, still, during realization, inventor has found that at least there are the following problems in traditional technology: tradition
Design of flood control scheme is unable to satisfy Zhanqian District and requirement of the distribution area function for design of flood control, and substation is caused to there is flood control wind
Danger.
Summary of the invention
Based on this, it is necessary in view of the above technical problems, provide a kind of substation's flood control optimum design method, device, meter
Calculate machine equipment and storage medium.
To achieve the goals above, on the one hand, a kind of substation's flood control optimization design side is provided in the embodiment of the present application
Method, comprising the following steps:
According to flood control standard water level, the Zhanqian District depth of fill is obtained, and is based on the Zhanqian District depth of fill, chooses multiple distribution
Area's depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, it is excellent to run substation's flood control
Change designs a model；
Corresponding difference in height when substation's flood control mathematical optimization models are minimized, be confirmed as substation Zhanqian District and
The flood control difference in height in distribution area；
According to flood control difference in height, the flood control Optimum Design Results of substation are exported.
Substation's flood control mathematical optimization models are obtained based on following steps in one of the embodiments:
Substation's size is obtained from substation's dimension data library；Substation's size includes Zhanqian District site area, distribution area
Perimeter, distribution area site area and substation's perimeter；
According to difference in height and distribution area perimeter, the flood control wall size in distribution area is obtained；
According to substation's perimeter, difference in height and the Zhanqian District depth of fill, the earth-retaining wall size of substation is determined；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, and it is based on Zhanqian District place
Area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, flood control wall size and earth-retaining wall size, obtain
It controls flood mathematical optimization models to substation.
Become in one of the embodiments, using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration
Amount, and it is based on Zhanqian District site area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, anti-flood wall ruler
Very little and earth-retaining wall size, obtain substation flood control mathematical optimization models the step of include:
According to Zhanqian District site area and the Zhanqian District depth of fill, obtain to the Zhanqian District amount of banketing model；According to distribution area
Ground area and the distribution area depth of fill, obtain the distribution area amount of banketing model；
According to the Zhanqian District amount of banketing model and the distribution area amount of banketing model, obtains substation and banket aggregative model；
According to flood control wall size, anti-flood wall volume-based model is obtained；According to earth-retaining wall size, retaining wall volume-based model is obtained；
It is banketed aggregative model, anti-flood wall volume-based model and retaining wall volume-based model according to substation, obtains substation's flood control
Mathematical optimization models.
Substation's flood control mathematical optimization models are obtained based on following formula in one of the embodiments:
C=PCubic metre of earthVCubic metre of earth+PAnti-flood wallVAnti-flood wall+PRetaining wallVRetaining wall
Wherein, C indicates substation's flood control mathematical optimization models；PCubic metre of earthExpression is banketed weight；VCubic metre of earthIt is excellent to indicate that substation bankets
Change designs a model；PAnti-flood wallIndicate anti-flood wall weight；VAnti-flood wallIndicate anti-flood wall volume-based model；PRetaining wallIndicate retaining wall weight；VRetaining wall
Indicate retaining wall volume-based model.
In the step of being based on the Zhanqian District depth of fill in one of the embodiments, choosing multiple distribution area depths of fill:
Based on the Zhanqian District depth of fill, using 0.5 meter of difference in height as stepping, multiple distribution areas depth of fill is chosen.
Zhanqian District and distribution area are to draw according to preset rules to substation's flood control region in one of the embodiments,
Get.
On the other hand, the embodiment of the present application also provides a kind of substation flood control optimization design devices, comprising:
The depth of fill obtains module, for obtaining the Zhanqian District depth of fill according to flood control standard water level；And it is based on Zhanqian District
The depth of fill chooses multiple distribution areas depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；
Model running module, for being become using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration
Amount, operation substation flood control mathematical optimization models；
Difference in height of controlling flood obtains module, corresponding height when for being minimized substation's flood control mathematical optimization models
Difference is confirmed as the Zhanqian District of substation and the flood control difference in height in distribution area；
As a result output module, for exporting the flood control Optimum Design Results of substation according to flood control difference in height.
In one of the embodiments, further include:
Substation's dimension acquisition module, for obtaining substation's size from substation's dimension data library；Substation's size packet
Include Zhanqian District site area, distribution area perimeter, distribution area site area and substation's perimeter；
Anti-flood wall dimension acquisition module, for obtaining the flood control wall size in distribution area according to difference in height and distribution area perimeter；
Retaining wall dimension acquisition module, for determining power transformation according to substation's perimeter, difference in height and the Zhanqian District depth of fill
The earth-retaining wall size stood；
Model obtains module, for becoming the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration
Amount, and it is based on Zhanqian District site area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, anti-flood wall ruler
Very little and earth-retaining wall size obtains substation's flood control mathematical optimization models.
Another aspect, the embodiment of the present application also provides a kind of computer equipment, including memory and processor, memories
It is stored with computer program, when processor executes computer program the step of the realization above method.
In another aspect, being stored thereon with computer the embodiment of the present application also provides a kind of computer readable storage medium
Program, when computer program is executed by processor the step of the realization above method.
A technical solution in above-mentioned technical proposal is had the following advantages and beneficial effects:
By obtaining the Zhanqian District depth of fill according to flood control standard water level, and it is based on the Zhanqian District depth of fill, chosen multiple
The distribution area depth of fill；Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, power transformation is run
Stand flood control mathematical optimization models；Corresponding difference in height, is confirmed as power transformation when substation's flood control mathematical optimization models are minimized
The flood control difference in height of the Zhanqian District and distribution area stood；According to flood control difference in height, the flood control Optimum Design Results of substation are exported,
In, the Zhanqian District depth of fill is greater than the distribution area depth of fill, thus, the application substation controls flood optimum design method being capable of basis
The Zhanqian District flood control characteristic different with distribution area, is respectively adopted different flood control strategies to Zhanqian District and distribution area, gives Zhanqian District
The depth of fill is chosen respectively with distribution area, to meet Zhanqian District and requirement of the distribution area for design of flood control, can reduce substation
Flood control risks can also reduce the ground risk of substation, while Zhanqian District is higher than distribution area and improves substation's flood control applicability
The minimum flood control of cost further is obtained when substation's flood control mathematical optimization models are minimized with the convenience of O&M
As a result, reducing flood control cost.
Detailed description of the invention
Fig. 1 is the flow diagram of substation's flood control optimum design method in one embodiment；
Fig. 2 is the first pass schematic diagram that substation's flood control mathematical optimization models step is obtained in one embodiment；
Fig. 3 is the second procedure schematic diagram that substation's flood control mathematical optimization models step is obtained in one embodiment；
Fig. 4 is the first structure block diagram of substation's flood control optimization design device in one embodiment；
Fig. 5 is the second structural block diagram of substation's flood control optimization design device in one embodiment；
Fig. 6 is the internal structure chart of computer equipment in one embodiment.
Specific embodiment
It is with reference to the accompanying drawings and embodiments, right in order to which the objects, technical solutions and advantages of the application are more clearly understood
The application is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain the application, not
For limiting the application.
One in the application substation flood control optimum design method, device, computer equipment and storage medium is specifically answered
With in scene:
Traditional technology proposes directly to control flood to whole transformer station using raising place method, but this method presence pair
Low laying areas needs a large amount of sandy soil embankments of outsourcing, forms biggish embankment side slope, and it is long with the construction period to cause cost higher,
It is larger for original place base additional load along with embankment is higher on ground, and itself the consolidation settlement of banketing, it will lead to station area
The defects of sedimentation in place.
Traditional technology proposes that directlying adopt flood control wall method controls flood again, but this method exists to low laying areas needs
The anti-flood wall of setting is excessively high, more than the applicable economic height of anti-flood wall, and anti-flood wall deformation joint and front door can be caused to control flood
Notch processing is difficult.
Traditional technology proposes that building is raised in use and plant bottom case method is controlled flood again, but this method is only applicable to
The lower situation of flood control level, place and flood control level be more than no longer be applicable in after certain altitude, and Zhanqian District and distribution region by
Raising in basis causes O&M inconvenient.
And the application change substation flood control optimum design method, device, computer equipment and storage medium can be according to stations
The proparea flood control characteristic different with distribution area, is respectively adopted different flood control strategies to Zhanqian District and distribution area, to Zhanqian District and
Distribution area chooses the depth of fill respectively, to meet Zhanqian District and requirement of the distribution area for design of flood control.
It is unable to satisfy Zhanqian District and requirement of the distribution area function for design of flood control in order to solve traditional design of flood control scheme,
Substation is caused to there is technical issues that, in one embodiment, as shown in Figure 1, it is anti-to provide a kind of substation
Big vast optimum design method, comprising the following steps:
Step S110 obtains the Zhanqian District depth of fill according to flood control standard water level, and is based on the Zhanqian District depth of fill, choosing
Take multiple distribution areas depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill.
Wherein, substation refers in electric system and converts to voltage and current, receives electric energy and distributes the field of electric energy
Institute belongs to the important pivot in electric power facility system, huge on social production and life influence.General substation's arrangement is all divided
For Zhanqian District and distribution area, wherein Zhanqian District be substation entrance, main control building, regional patrol Living Center and other
Auxiliary production building arrangements region.Distribution area is main production facility in substation, the arrangement area of each voltage class power equipment
Domain, such as various transformers, switchgear and protection equipment.In one example, Zhanqian District and distribution area are according to preset rules
Substation's flood control region is divided to obtain.Further, preset rules are five points that Zhanqian District accounts for substation's flood control region
One of.Certainly according to practical substation's construction demand, preset rules can also change therewith, for example, Zhanqian District accounts for substation's flood control
1/6th or the Zhanqian District in region account for a quarter in substation's flood control region.
Flood control standard water level is according to the importance of flood control protected object, the seriousness of flood damage and its to influence determining
Flood control protected object or engineering itself require the standard of the defending flood reached, and specific size changes because local different.?
In one example.The design flood level of locality a certain return period of frequency method calculating can be used as flood control standard.At another
In example, long-term rainfall can be recorded according to locality, and obtained because of flood level or highest waterlogging water level caused by raining, it can
Using flood level or highest waterlogging water level as flood control standard water level.So that substation can defend strongest flood.
The Zhanqian District depth of fill is the height in Zhanqian District sandy soil raising.In one example, the Zhanqian District depth of fill
0.5 meter of flood level or highest waterlogging water level.Zhanqian District mainly uses raising place method to control flood.
The distribution area depth of fill is the height in the sandy soil raising of distribution area.Using the Zhanqian District depth of fill as benchmark,
The different distribution area depths of fill (the distribution area depth of fill is less than the Zhanqian District depth of fill) is chosen, different option for flood control are designed,
And therefrom choose optimal option for flood control.In one example, it is based on the Zhanqian District depth of fill, using 0.5 meter of difference in height as stepping,
Choose multiple distribution areas depth of fill.In other words, following formula expression can be used:
The distribution area depth of fill=Zhanqian District depth of fill-n*0.5 n indicates positive integer
To simplify the selection of the distribution area depth of fill, and convenient for establishing substation's flood control.Due to the distribution area depth of fill
Less than the Zhanqian District depth of fill, prevent distribution area is from controlling flood completely, therefore distribution area is using raising place and anti-flood wall (flood control
Dike) combine method control flood.
Step S120, using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, operation becomes
Power station flood control mathematical optimization models.
Wherein, substation flood control mathematical optimization models be used for substation's flood-control construction and the resource of optimization design is united
It raises total.In substation, the Zhanqian District depth of fill can determine that the site area of substation (can also according to standard flood control level
Claim land occupation size) it is fixed, therefore, the site area in Zhanqian District and distribution area is also fixation, total in the pool of Resources for construction
In the process, the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill is unique variable, therefore, can will be according to step S110
Multiple distribution areas depth of fill of middle selection is respectively with the difference in height of the Zhanqian District depth of fill as substation's flood control optimization design
The iteration variable of model, Lai Yunhang substation flood control mathematical optimization models.In one example, substation's flood control optimization design mould
Type be substation control flood Construction Cost Model, for substation's flood-control construction and the cost of the resource of optimization design carries out pool conjunction
Meter.
In a specific embodiment, as shown in Fig. 2, obtaining substation's flood control optimization design mould based on following steps
Type:
Step S210 obtains substation's size from substation's dimension data library；Substation's size includes Zhanqian District Ground
Product, Zhanqian District perimeter, distribution area site area and distribution area perimeter.
Wherein, substation's dimension data library is to store substation, all sizes in distribution area and Zhanqian District, for example, when becoming
When the region in power station is rectangular area, size includes the length and width, perimeter and site area of substation, the length and width in distribution area, week
Long and site area, length and width, perimeter and the site area of Zhanqian District.Substation's dimension data library pre-establishes, and is needing
With then, related data directly can be obtained from substation's dimension data library.
Step S220 obtains the flood control wall size in distribution area according to difference in height and distribution area perimeter；
Wherein, because therefore the distribution area depth of fill is less than the Zhanqian District depth of fill, the distribution area depth of fill is again smaller than mark
Quasi- flood control level realizes flood control using anti-flood wall amount is built on the place of raising in order to sufficiently control flood.Specifically,
The length of anti-flood wall can be obtained according to distribution perimeter, further, further according to anti-flood wall using difference in height as the height of anti-flood wall
Height, and incorporation engineering mechanics choose anti-flood wall thickness.
Step S230 determines the retaining wall ruler of substation according to substation's perimeter, difference in height and the Zhanqian District depth of fill
It is very little.
Wherein, retaining wall is used for the sandslide for preventing from filling in Zhanqian District and distribution area, and improves flood control intensity.Specifically
, it will stand using substation's perimeter as the length of retaining wall using the Zhanqian District depth of fill as the height of the retaining wall of Zhanqian District
Height of the difference of the proparea depth of fill and difference in height as the retaining wall in distribution area, further, further according to the height of retaining wall
Degree, and incorporation engineering mechanics chooses the thickness of retaining wall.
Step S240 using the difference in height as iteration variable, and is based on the Zhanqian District site area, the distribution area
Site area, the Zhanqian District depth of fill, the distribution area depth of fill, the flood control wall size and the retaining wall ruler
It is very little, obtain substation's flood control mathematical optimization models.
In a specific example, as shown in figure 3, using the difference in height as iteration variable, and based on before the station
Area's site area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, the flood control
Wall size and the earth-retaining wall size, the step of obtaining substation flood control mathematical optimization models include:
Step S310 is obtained according to Zhanqian District site area and the Zhanqian District depth of fill to the Zhanqian District amount of banketing model.
Wherein, in one example, the product of Zhanqian District site area and the Zhanqian District depth of fill is filled out as Zhanqian District
Soil amount model.
Step S320 obtains the distribution area amount of banketing model according to distribution area site area and the distribution area depth of fill.
Wherein, in one example, the product of distribution area site area and the distribution area depth of fill is filled out as distribution area
Soil amount model.
Step S330 obtains substation and bankets total amount mould according to the Zhanqian District amount of banketing model and the distribution area amount of banketing model
Type.
Wherein, it bankets aggregative model using the sum of the Zhanqian District amount of banketing model and the distribution area amount of banketing model as substation.
Step S340 obtains anti-flood wall volume-based model according to the flood control wall size.
Wherein, anti-flood wall volume-based model is calculated according to flood control wall size (length).
Step S350 obtains retaining wall volume-based model according to the earth-retaining wall size.
Wherein, retaining wall volume-based model is calculated according to earth-retaining wall size (length).
Step S360 bankets aggregative model, the anti-flood wall volume-based model and the earth-retaining wall according to the substation
Product module type obtains substation's flood control mathematical optimization models.
Further, substation's flood control mathematical optimization models are obtained based on following formula:
C=PCubic metre of earthVCubic metre of earth+PAnti-flood wallVAnti-flood wall+PRetaining wallVRetaining wall
Wherein, C indicates substation's flood control mathematical optimization models；PCubic metre of earthExpression is banketed weight；VCubic metre of earthIndicate that substation bankets always
Measure model；PAnti-flood wallIndicate anti-flood wall weight；VAnti-flood wallIndicate anti-flood wall volume-based model；PRetaining wallIndicate retaining wall weight；VRetaining wallIt indicates
Retaining wall volume-based model.
Above-mentioned formula can also be expressed as following form:
C=PCubic metre of earth(kCubic metre of earthΔH+bCubic metre of earth)+PAnti-flood wall(kAnti-flood wallΔH2+kAnti-flood wallΔH+bAnti-flood wall)+PRetaining wall(kRetaining wallΔH2+kRetaining wallΔH+
bRetaining wall)
Further, the enclosure wall that can be built substation is included in substation's flood control mathematical optimization models of substation, because
This, obtains substation's flood control mathematical optimization models based on following formula:
C=PCubic metre of earthVCubic metre of earth+PAnti-flood wallVAnti-flood wall+PRetaining wallVRetaining wall+PEnclosure wallVEnclosure wall
Wherein, PEnclosure wallIndicate enclosure wall weight；VEnclosure wallIndicate enclosure wall volume-based model.
Above-mentioned formula can also be expressed as following form:
C=PCubic metre of earth(kCubic metre of earthΔH+bCubic metre of earth)+PAnti-flood wall(kAnti-flood wallΔH2+kAnti-flood wallΔH+bAnti-flood wall)+PRetaining wall(kRetaining wallΔH2+kRetaining wallΔH+
bRetaining wall)+PEnclosure wall(kEnclosure wallΔH+bEnclosure wall)
It should be noted that designing enclosure wall height and enclosure wall according to actual needs using substation's perimeter as enclosure wall length
Thickness obtains enclosure wall volume-based model according to the length and width of enclosure wall and thickness.
In one example, when substation's flood control mathematical optimization models are substation's flood control Construction Cost Model, it is based on lower step
It is rapid to obtain substation's flood control Construction Cost Model:
According to Zhanqian District site area and the Zhanqian District depth of fill, obtain to the Zhanqian District amount of banketing model；
According to distribution area site area and the distribution area depth of fill, the distribution area amount of banketing model is obtained；
According to the Zhanqian District amount of banketing model and the distribution area amount of banketing model, obtains substation and banket aggregative model, and will become
The banket product of aggregative model and the unit price that bankets of power station is banketed Construction Cost Model as substation；
According to flood control wall size, anti-flood wall volume-based model is obtained, and multiply anti-flood wall volume-based model and anti-flood wall are monovalent
Product is used as substation's anti-flood wall Construction Cost Model；
According to earth-retaining wall size, retaining wall volume-based model is obtained, and retaining wall volume-based model and shown retaining wall is monovalent
Product as substation's retaining wall Construction Cost Model；
By substation banket Construction Cost Model, substation's anti-flood wall Construction Cost Model and substation's retaining wall Construction Cost Model and make
For substation's flood control Construction Cost Model.
Further, substation's flood control Construction Cost Model is obtained based on following formula:
C '=P 'Cubic metre of earthVCubic metre of earth+P′Anti-flood wallVAnti-flood wall+P′Retaining wallVRetaining wall
Wherein, C ' expression substation flood control Construction Cost Model；P′Cubic metre of earthExpression is banketed unit price；VCubic metre of earthIndicate that substation bankets total amount
Model；P′Anti-flood wallIndicate anti-flood wall unit price；VAnti-flood wallIndicate anti-flood wall volume-based model；P′Retaining wallIndicate retaining wall unit price；VRetaining wallIt indicates
Retaining wall volume-based model.
Furthermore the enclosure wall that can build substation is included in substation's flood control Construction Cost Model of substation, therefore, is based on
Following formula obtains substation's flood control mathematical optimization models:
C '=P 'Cubic metre of earthVCubic metre of earth+P′Anti-flood wallVAnti-flood wall+P′Retaining wallVRetaining wall+P′Enclosure wallVEnclosure wall
Wherein, P 'Enclosure wallIndicate enclosure wall unit price；VEnclosure wallIndicate enclosure wall volume-based model.
Step S130, corresponding difference in height, is confirmed as substation when substation's flood control mathematical optimization models are minimized
Zhanqian District and distribution area flood control difference in height.
Wherein, substation's flood control mathematical optimization models are to become using difference in height as the quadratic function models of variable in difference in height
During change, substation's flood control mathematical optimization models can reach minimum value, and the corresponding difference in height of minimum value is as flood control height
Difference.
Step S140 exports the flood control optimizing design scheme of substation according to flood control difference in height.
In each embodiment of the application substation flood control optimum design method, by passing through root according to flood control standard water level
According to flood control standard water level, the Zhanqian District depth of fill is obtained, and be based on the Zhanqian District depth of fill, chooses multiple distribution areas and banket height
Degree；Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, runs substation's flood control optimization and set
Count model；Corresponding difference in height when substation's flood control mathematical optimization models are minimized, be confirmed as substation Zhanqian District and
The flood control difference in height in distribution area；According to flood control difference in height, the flood control Optimum Design Results of substation are exported, wherein Zhanqian District is filled out
Native height is greater than the distribution area depth of fill, thus, the application substation flood control optimum design method according to Zhanqian District and can match
The different flood control characteristic in electric area, is respectively adopted different flood control strategies to Zhanqian District and distribution area, distinguishes to Zhanqian District and distribution
Not Xuan Qu the depth of fill to meet Zhanqian District and requirement of the distribution area for design of flood control can reduce substation's flood control risks,
The ground risk of substation can be reduced, while Zhanqian District is higher than the convenience that distribution area improves substation's flood control applicability and O&M
Property, further, the minimum flood control of cost is obtained as a result, reducing flood control when substation's flood control mathematical optimization models are minimized
Cost.
It should be understood that although each step in the flow chart of Fig. 1-3 is successively shown according to the instruction of arrow,
These steps are not that the inevitable sequence according to arrow instruction successively executes.Unless expressly stating otherwise herein, these steps
Execution there is no stringent sequences to limit, these steps can execute in other order.Moreover, at least one in Fig. 1-3
Part steps may include that perhaps these sub-steps of multiple stages or stage are not necessarily in synchronization to multiple sub-steps
Completion is executed, but can be executed at different times, the execution sequence in these sub-steps or stage is also not necessarily successively
It carries out, but can be at least part of the sub-step or stage of other steps or other steps in turn or alternately
It executes.
In one embodiment, as shown in figure 4, additionally providing a kind of substation's flood control optimization design device, comprising:
The depth of fill obtains module 410, for obtaining the Zhanqian District depth of fill according to flood control standard water level；And based on station
The proparea depth of fill chooses multiple distribution areas depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；
Model running module 420, for using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration
Variable, operation substation flood control mathematical optimization models；
Difference in height of controlling flood obtains module 430, corresponding height when for being minimized substation's flood control mathematical optimization models
It is poor to spend, and is confirmed as the Zhanqian District of substation and the flood control difference in height in distribution area；
As a result output module 440, for exporting the flood control Optimum Design Results of substation according to flood control difference in height.
In one embodiment, the optimization design device as shown in figure 5, substation controls flood further include:
Substation's dimension acquisition module 510, for obtaining substation's size from substation's dimension data library；Substation's size
Including Zhanqian District site area, distribution area perimeter, distribution area site area and substation's perimeter；
Anti-flood wall dimension acquisition module 520, for obtaining the anti-flood wall ruler in distribution area according to difference in height and distribution area perimeter
It is very little；
Retaining wall dimension acquisition module 530, for determining according to substation's perimeter, difference in height and the Zhanqian District depth of fill
The earth-retaining wall size of substation；
Model obtains module 540, for using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration
Variable, and it is based on Zhanqian District site area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, anti-flood wall
Size and earth-retaining wall size obtain substation's flood control mathematical optimization models.
Specific restriction about substation's flood control optimization design device, which may refer to control flood above for substation, to be optimized
The restriction of design method, details are not described herein.Modules in above-mentioned substation's flood control optimization design device can whole or portion
Divide and is realized by software, hardware and combinations thereof.Above-mentioned each module can be embedded in the form of hardware or independently of computer equipment
In processor in, can also be stored in a software form in the memory in computer equipment, in order to processor calling hold
The corresponding operation of the above modules of row.
In one embodiment, a kind of computer equipment is provided, which can be server, internal junction
Composition can be as shown in Figure 6.The computer equipment include by system bus connect processor, memory, network interface and
Database.Wherein, the processor of the computer equipment is for providing calculating and control ability.The memory packet of the computer equipment
Include non-volatile memory medium, built-in storage.The non-volatile memory medium is stored with operating system, computer program and data
Library.The built-in storage provides environment for the operation of operating system and computer program in non-volatile memory medium.The calculating
The database of machine equipment is for storing the relevant data of the application substation flood control optimum design method.The net of the computer equipment
Network interface is used to communicate with external terminal by network connection.To realize a kind of change when the computer program is executed by processor
Power station flood control optimum design method.
It will be understood by those skilled in the art that structure shown in Fig. 6, only part relevant to application scheme is tied
The block diagram of structure does not constitute the restriction for the computer equipment being applied thereon to application scheme, specific computer equipment
It may include perhaps combining certain components or with different component layouts than more or fewer components as shown in the figure.
In one embodiment, a kind of computer equipment, including memory and processor are provided, is stored in memory
Computer program, the processor perform the steps of when executing computer program
According to flood control standard water level, the Zhanqian District depth of fill is obtained, and is based on the Zhanqian District depth of fill, chooses multiple distribution
Area's depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, it is excellent to run substation's flood control
Change designs a model；
Corresponding difference in height when substation's flood control mathematical optimization models are minimized, be confirmed as substation Zhanqian District and
The flood control difference in height in distribution area；
According to flood control difference in height, the flood control Optimum Design Results of substation are exported.
In one embodiment, it is also performed the steps of when processor executes computer program
Substation's size is obtained from substation's dimension data library；Substation's size includes Zhanqian District site area, distribution area
Perimeter, distribution area site area and substation's perimeter；
According to difference in height and distribution area perimeter, the flood control wall size in distribution area is obtained；
According to substation's perimeter, difference in height and the Zhanqian District depth of fill, the earth-retaining wall size of substation is determined；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, and it is based on Zhanqian District place
Area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, flood control wall size and earth-retaining wall size, obtain
It controls flood mathematical optimization models to substation.
In one embodiment, it is also performed the steps of when processor executes computer program
According to Zhanqian District site area and the Zhanqian District depth of fill, obtain to the Zhanqian District amount of banketing model；According to distribution area
Ground area and the distribution area depth of fill, obtain the distribution area amount of banketing model；
According to the Zhanqian District amount of banketing model and the distribution area amount of banketing model, obtains substation and banket aggregative model；
According to flood control wall size, anti-flood wall volume-based model is obtained；According to earth-retaining wall size, retaining wall volume-based model is obtained；
It is banketed aggregative model, anti-flood wall volume-based model and retaining wall volume-based model according to substation, obtains substation's flood control
Mathematical optimization models.
In one embodiment, a kind of computer readable storage medium is provided, computer program is stored thereon with, is calculated
Machine program performs the steps of when being executed by processor
According to flood control standard water level, the Zhanqian District depth of fill is obtained, and is based on the Zhanqian District depth of fill, chooses multiple distribution
Area's depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, it is excellent to run substation's flood control
Change designs a model；
Corresponding difference in height when substation's flood control mathematical optimization models are minimized, be confirmed as substation Zhanqian District and
The flood control difference in height in distribution area；
According to flood control difference in height, the flood control Optimum Design Results of substation are exported.
In one embodiment, it is also performed the steps of when computer program is executed by processor
Substation's size is obtained from substation's dimension data library；Substation's size includes Zhanqian District site area, distribution area
Perimeter, distribution area site area and substation's perimeter；
According to difference in height and distribution area perimeter, the flood control wall size in distribution area is obtained；
According to substation's perimeter, difference in height and the Zhanqian District depth of fill, the earth-retaining wall size of substation is determined；
Using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration variable, and it is based on Zhanqian District place
Area, distribution area site area, the Zhanqian District depth of fill, the distribution area depth of fill, flood control wall size and earth-retaining wall size, obtain
It controls flood mathematical optimization models to substation.
In one embodiment, it is also performed the steps of when computer program is executed by processor
According to Zhanqian District site area and the Zhanqian District depth of fill, obtain to the Zhanqian District amount of banketing model；According to distribution area
Ground area and the distribution area depth of fill, obtain the distribution area amount of banketing model；
According to the Zhanqian District amount of banketing model and the distribution area amount of banketing model, obtains substation and banket aggregative model；
According to flood control wall size, anti-flood wall volume-based model is obtained；According to earth-retaining wall size, retaining wall volume-based model is obtained；
It is banketed aggregative model, anti-flood wall volume-based model and retaining wall volume-based model according to substation, obtains substation's flood control
Mathematical optimization models.
Those of ordinary skill in the art will appreciate that realizing all or part of the process in above-described embodiment method, being can be with
Relevant hardware is instructed to complete by computer program, the computer program can be stored in a non-volatile computer
In read/write memory medium, the computer program is when being executed, it may include such as the process of the embodiment of above-mentioned each method.Wherein,
To any reference of memory, storage, database or other media used in each embodiment provided herein,
Including non-volatile and/or volatile memory.Nonvolatile memory may include read-only memory (ROM), programming ROM
(PROM), electrically programmable ROM (EPROM), electrically erasable ROM (EEPROM) or flash memory.Volatile memory may include
Random access memory (RAM) or external cache.By way of illustration and not limitation, RAM is available in many forms,
Such as static state RAM (SRAM), dynamic ram (DRAM), synchronous dram (SDRAM), double data rate sdram (DDRSDRAM), enhancing
Type SDRAM (ESDRAM), synchronization link (Synchlink) DRAM (SLDRAM), memory bus (Rambus) direct RAM
(RDRAM), direct memory bus dynamic ram (DRDRAM) and memory bus dynamic ram (RDRAM) etc..
Each technical characteristic of above embodiments can be combined arbitrarily, for simplicity of description, not to above-described embodiment
In each technical characteristic it is all possible combination be all described, as long as however, the combination of these technical characteristics be not present lance
Shield all should be considered as described in this specification.
The several embodiments of the application above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously
The limitation to claim therefore cannot be interpreted as.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the concept of this application, various modifications and improvements can be made, these belong to the protection of the application
Range.Therefore, the scope of protection shall be subject to the appended claims for the application patent.
Claims (10)
- The optimum design method 1. a kind of substation controls flood, which comprises the following steps:According to flood control standard water level, the Zhanqian District depth of fill is obtained, and is based on the Zhanqian District depth of fill, chooses multiple distribution Area's depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；Using the difference in height of the Zhanqian District depth of fill and each distribution area depth of fill as iteration variable, substation is run Flood control mathematical optimization models；Corresponding difference in height when substation flood control mathematical optimization models are minimized, before being confirmed as the station of substation The flood control difference in height in area and distribution area；According to the flood control difference in height, the flood control Optimum Design Results of the substation are exported.
- The optimum design method 2. substation according to claim 1 controls flood, which is characterized in that obtain institute based on following steps State substation's flood control mathematical optimization models:Substation's size is obtained from substation's dimension data library；Substation's size includes Zhanqian District site area, distribution area Perimeter, distribution area site area and substation's perimeter；According to the difference in height and distribution area perimeter, the flood control wall size in the distribution area is obtained；According to substation's perimeter, the difference in height and the Zhanqian District depth of fill, the retaining wall of the substation is determined Size；Using the difference in height as iteration variable, and based on the Zhanqian District site area, distribution area site area, described The Zhanqian District depth of fill, the distribution area depth of fill, the flood control wall size and the earth-retaining wall size, obtain the change Power station flood control mathematical optimization models.
- The optimum design method 3. substation according to claim 2 controls flood, which is characterized in that using the difference in height as changing For variable, and based on the Zhanqian District site area, distribution area site area, the Zhanqian District depth of fill, described match Electric area's depth of fill, the flood control wall size and the earth-retaining wall size obtain substation's flood control mathematical optimization models The step of include:According to the Zhanqian District site area and the Zhanqian District depth of fill, obtain to the Zhanqian District amount of banketing model；According to described Distribution area site area and the distribution area depth of fill, obtain the distribution area amount of banketing model；According to the Zhanqian District amount of the banketing model and the distribution area amount of the banketing model, obtains substation and banket aggregative model；According to the flood control wall size, anti-flood wall volume-based model is obtained；According to the earth-retaining wall size, retaining wall volume mould is obtained Type；It is banketed aggregative model, the anti-flood wall volume-based model and the retaining wall volume-based model according to the substation, obtains institute State substation's flood control mathematical optimization models.
- The optimum design method 4. substation according to claim 3 controls flood, which is characterized in that institute is obtained based on following formula State substation's flood control mathematical optimization models:C=PCubic metre of earthVCubic metre of earth+PAnti-flood wallVAnti-flood wall+PRetaining wallVRetaining wallWherein, C indicates substation's flood control mathematical optimization models；PCubic metre of earthExpression is banketed weight；VCubic metre of earthIndicate that the substation fills out Native aggregative model；PAnti-flood wallIndicate anti-flood wall weight；VAnti-flood wallIndicate the anti-flood wall volume-based model；PRetaining wallIndicate retaining wall weight； VRetaining wallIndicate the retaining wall volume-based model.
- The optimum design method 5. substation according to any one of claims 1 to 4 controls flood, which is characterized in that be based on institute In the step of stating the Zhanqian District depth of fill, choosing multiple distribution area depths of fill:Based on the Zhanqian District depth of fill, using 0.5 meter of difference in height as stepping, multiple distribution area depths of fill are chosen.
- The optimum design method 6. substation according to claim 5 controls flood, which is characterized in that the Zhanqian District and described match Electric area is to be divided to obtain to substation's flood control region according to preset rules.
- The optimization design device 7. a kind of substation controls flood characterized by comprisingThe depth of fill obtains module, for obtaining the Zhanqian District depth of fill according to flood control standard water level；And it is based on the Zhanqian District The depth of fill chooses multiple distribution areas depth of fill；The Zhanqian District depth of fill is greater than the distribution area depth of fill；Model running module, for using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration Variable, operation substation flood control mathematical optimization models；Difference in height of controlling flood obtains module, corresponding height when for being minimized substation flood control mathematical optimization models It is poor to spend, and is confirmed as the Zhanqian District of substation and the flood control difference in height in distribution area；As a result output module, for exporting the flood control Optimum Design Results of the substation according to the flood control difference in height.
- The optimization design device 8. substation according to claim 7 controls flood, which is characterized in that further include:Substation's dimension acquisition module, for obtaining substation's size from substation's dimension data library；Substation's size packet Include Zhanqian District site area, distribution area perimeter, distribution area site area and substation's perimeter；Anti-flood wall dimension acquisition module, for obtaining the anti-of the distribution area according to the difference in height and distribution area perimeter Big vast wall size；Retaining wall dimension acquisition module is used for according to substation's perimeter, the difference in height and the Zhanqian District depth of fill, Determine the earth-retaining wall size of the substation；Model obtains module, for using the difference in height of the Zhanqian District depth of fill and the distribution area depth of fill as iteration Variable, and it is based on the Zhanqian District site area, distribution area site area, the Zhanqian District depth of fill, the distribution Area's depth of fill, the flood control wall size and the earth-retaining wall size obtain substation's flood control mathematical optimization models.
- 9. a kind of computer equipment, including memory and processor, the memory are stored with computer program, feature exists In the step of processor realizes any one of claims 1 to 6 the method when executing the computer program.
- 10. a kind of computer readable storage medium, is stored thereon with computer program, which is characterized in that the computer program The step of method described in any one of claims 1 to 6 is realized when being executed by processor.
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| CN201811543107.5A CN109711021B (en) | 2018-12-17 | 2018-12-17 | Flood control optimal design method and device for transformer substation and computer equipment |
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| CN201811543107.5A CN109711021B (en) | 2018-12-17 | 2018-12-17 | Flood control optimal design method and device for transformer substation and computer equipment |
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| JP2004197554A (en) * | 2002-12-03 | 2004-07-15 | Foundation Of River & Basin Integrated Communications Japan | Real time dynamic flooding simulation system |
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| CN207159926U (en) * | 2017-08-15 | 2018-03-30 | 中国能源建设集团江苏省电力设计院有限公司 | A kind of flood control system for substation project |
| CN108764702A (en) * | 2018-05-23 | 2018-11-06 | 中水东北勘测设计研究有限责任公司 | Consider the area to be protected against floods flood risk assessment method of flood control works safety |
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