CN106897517B - Line of high-speed railway gale monitoring optimizes automatic search method of arranging net - Google Patents
Line of high-speed railway gale monitoring optimizes automatic search method of arranging net Download PDFInfo
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Abstract
The invention discloses a kind of line of high-speed railway gale monitorings to optimize automatic search method of arranging net, comprise steps of determining that the corresponding system module of the various terrain environments of line of high-speed railway, limited variable condition that individual module different topographic characteristics parameter is obtained, using corresponding wind load charge values as control data point, it is calculated by the way of interpolation in range corresponding to actual landform situation under the conditions of continuous variable operating condition value, the corresponding wind load charge values interpolated data library of the system module, it searches for and determines maximum wind load charge values, as the system module is within the scope of actual landform under the conditions of continuous variable operating condition value, gale monitoring optimizes monitoring point of arranging net along the line.The automatic search method can provide quantitative basis along route longitudinal direction Optimizing for high-speed railway gale monitoring station, the Optimizing can react the real-time high wind conditions of the landform, it is easy to operate, precision is higher, be particularly suitable for the optimum choice of the Along Railway gale monitoring cloth site of High aititude mountain area complicated landform.
Description
Technical field
The present invention relates to a kind of railway construction of railways field of measuring technique, in particular to a kind of line of high-speed railway strong wind prison
It surveys and optimizes automatic search method of arranging net.
Background technique
High-speed railway plays increasing effect in present traffic and transport field, but present bullet train exists
It is very sensitive to the especially horizontal wind action of strong wind on high speed railway track in operational process, driving of the wind effect to train
Safety and on schedule operation bring great challenge.For example, and in " area Bai Lifeng " of China's Lan-xing Railway, since being open to traffic,
Because big wind-induced train derailing, capsizing case are up to 30, it is turned over 110, lorry；2003, because strong wind off-period is up to 50
Hour, cause 28,000,000 yuan of direct economic loss.
Therefore, in order to reduce the influence that strong wind is safely operated bullet train, current high-speed railway both domestic and external is taken precautions against natural calamities peace
Total system is generally used wind monitoring system, during the Design of High-speed Railway in China, sets to wind monitoring the related of system
The standard of setting has carried out specific regulation, the wind friction velocity set up including wind monitoring station, density of setting along the line, installation method and
The type etc. of sensor.But even if many high-speed railways are provided with wind monitoring system both at home and abroad, since wind effect causes
Train safety and the accident that runs on schedule but happen occasionally, the reliability and efficiency of operation of wind monitoring system are mentioned there are also very big
Between lift-off.
For example, set up gale monitoring system along the Shinkansen of eastern Japanese railway company, 2005, monitoring system just
Often in the case where operation, " spike of rice 14 " train but derails under the speed of 100km/h, causes 4 people dead, 33 people are injured, thing
The main reason for beam wind effect that investigation result shows that train is subjected to afterwards is exactly train derailment and overturns, and wind monitoring system is not
It can give warning in advance.Early in the end of the year 2004, just gale monitoring system has been installed in the air port along Xinjiang Railway to Urumqi Railway Bureau, China
System 2007, but still has occurred charming appearance and behaviour train derailing disturbing accident, causes 4 people dead, more than 30 people are injured.2013, typhoon
" Lepus " passes by, and wide Shenzhen and Hong Kong " Harmony " EMU that ShenZhen,GuangDong station originates all stops transport and is up to two day time, and typhoon is true
Active influence high-speed rail route operation but only have so short dozens of minutes, gale monitoring system it is overly conservative, this is also seriously affected
The efficiency that high-speed railway should play.
In conclusion the method for arranging of the monitoring point along the line of existing gale monitoring system, there is also following deficiencies:
(1) air measuring station is longitudinally arranged the reconnaissance foundation for determining shortage scientific quantification of position along high-speed rail route, and wind is surveyed in setting
Stand capture along least favorable wind monitoring point it is inefficient；Mountain area bealock, gorge are provided in " the Design of High-speed Railway specification " in China
Paddy, river valley wind monitoring point average headway be 1~5km, the sections spacing such as bridge, high embankment are then 5~10km；But in reality
Engineering-environment in, for the landform node of this category feature, often with the feature of " miniclimate ", high-speed rail route wind environment is to week
The variation of exclosure shape is very sensitive, the wind monitoring point of the 1~5km or 5~10km that suggest in specification layout principle it is excessively extensive,
Precision is lower, does not have the scientific basis of quantization, and practical operation difficulty is big；
(2) do not formed a set of normative and reasonable along the reconnaissance of wind monitoring station standard and method, air measuring station cloth at the scene
During setting, big with artificial feel and empirically determined composition, working efficiency is not high.
Therefore, letter wait needing it is a kind of in real time, accurately and efficiently gale monitoring system, especially setting in gale monitoring system
During vertical, it is basis and the premise of whole system efficient operation that the optimization of monitoring point, which is arranged net, along the line, for High Speed Railway Trains
Traffic safety and on schedule operation be vital.
Summary of the invention
It is an object of the invention to overcome the existing gale monitoring system position in the presence of the prior art really
Surely lack the reconnaissance of scientific quantification according to, precision lower, operating difficulties above-mentioned deficiency, a kind of line of high-speed railway strong wind is provided
Monitoring optimizing is arranged net automatic search method, and the reconnaissance of arranging net of the gale monitoring system can more optimize, and makes gale monitoring system
Real-time high wind conditions can be reacted, the wind load of reflection is relatively more accurate, and efficiently.
In order to achieve the above-mentioned object of the invention, the present invention provides following technical schemes:
A kind of optimization of line of high-speed railway gale monitoring is arranged net automatic search method, comprising the following steps:
Step 1: determining in the various terrain environments of line of high-speed railway, the transitional region between at least two different terrains
As system module, system module group is established；
Variable is studied Step 2: being used as to the features of terrain parameter of each system module in system module group, described in foundation
System module corresponds to independent model in wind tunnel or CFD numerical simulator；
Step 3: changing features of terrain parameter value in the features of terrain parameter for including to each system module to obtain
Limited variable condition, by obtaining the corresponding wind of each variable condition in model in wind tunnel or CFD numerical simulator
Load value, and as the corresponding control data point of the variable condition；
Step 4: according to limited variable condition of the system module and corresponding limited control data point, according to
In range corresponding to actual landform situation under the conditions of continuous variable operating condition value, by the way of interpolation calculation, the system is obtained
Corresponding each wind load charge values, foundation under the conditions of continuous variable operating condition value in the range in the transitional region for module of uniting
The independent each variable condition of system module corresponds to wind load charge values interpolated data library；
Step 5: searching for for wind load charge values interpolated data library described in step 4 and determining maximum wind load charge values, and obtain
To the corresponding variable condition of maximum wind load charge values, variable condition topographical position corresponding in the system module, as
The system module is in the range described in actual landform under the conditions of continuous variable operating condition value, and gale monitoring optimizes prison of arranging net along the line
Measuring point；
Step 6: determining corresponding system module according to actual landform characteristic parameter, step 3 is repeated to step 5
It obtains the corresponding gale monitoring along the line of the features of terrain parameter and optimizes monitoring point of arranging net.
The line of high-speed railway gale monitoring optimizes automatic search method of arranging net, by determining line of high-speed railway first
The corresponding system module of various terrain environments, then in the research process of individual module, obtained based on different topographic characteristics parameter
The limited variable condition result of study taken, using this by corresponding wind load charge values as control data point, by the way of interpolation
Calculate the independent each variable of the system module in range corresponding to actual landform situation under the conditions of continuous variable operating condition value
Operating condition corresponds to wind load charge values interpolated data library, to be formed for individual system block search and determine maximum wind load charge values, i.e.,
It is the system module in the range described in actual landform under the conditions of continuous variable operating condition value, gale monitoring optimization along the line is arranged net prison
Least favorable gale monitoring station (is determined as optimizing location arrangements) by measuring point, is high-speed railway gale monitoring station along the longitudinal direction of route
Optimizing provides the foundation of quantization, and gale monitoring point is enable to react the real-time high wind conditions of the landform, the wind of reflection
Load is relatively more accurate, and this method is easy to operate, precision is higher, is particularly suitable for the railway edge of High aititude mountain area complicated landform
The optimum choice of line gale monitoring cloth site.
Preferably, the line of high-speed railway terrain environment system module in the step 1 include: general bridge, tunnel,
6 kinds of valley bridge, Gao Ludi, heavy cut, Blaps femaralis landform nodes, according to the principle of combination of two, according to the actual situation, shape
At general bridge+tunnel, general bridge+valley bridge, general bridge+Gao Ludi, general bridge+heavy cut, general bridge+curved
Road superelevation, tunnel+valley bridge, valley bridge+Gao Ludi, valley bridge+heavy cut, valley bridge+Blaps femaralis, Gao Ludi
+ heavy cut, Gao Ludi+Blaps femaralis, heavy cut+Blaps femaralis amount to 12 system modules.
Wherein above-mentioned general bridge, which refers to, builds common bridge relatively flat in topography, depletion region.
Tunnel refers to the underground structure being embedded in stratum, especially traffic tunnel.
Valley bridge refers to the bridge structure with bearing capacity used across Valleys such as river, mountain valleys.
High embankment refers to that the depth of fill is greater than the embankment of 18m soil property or 20m stone matter.
Heavy cut refers to the roadbed of the excavation certain depth lower than original ground, i.e., roadbed made of excavating downwards from original place
Form, when roadbed is soil-slope, cutting when vertical excavation depth is more than 20 meters hangs down when roadbed is rock side slope
Straight excavation depth is more than 30 meters of cutting.
Blaps femaralis refers to is arranged single horizontal slope inclined inwardly on bend, racetrack portion where the horizontal slope (from
Horizontal curve starting point to the end) then it is known as Blaps femaralis.
It is further preferred that the parameter of the general bridge in the step 1 includes span and main beam section form.
It is further preferred that the parameter in the tunnel in the step 1 includes mountain height and grade of side slope.
It is further preferred that the parameter of the valley bridge in the step 1 includes the valley gradient, valley depth, bridge span
Degree and main beam section form.
It is further preferred that the high embankment parameter in the step 1 includes height and grade of side slope.
It is further preferred that the heavy cut parameter in the step 1 includes grade of side slope and slopes horizontal length.
It is further preferred that the Blaps femaralis parameter in the step 1 includes sweep and route tilt angle.
Preferably, according to the parameter of each topography system module in the step 2, respectively at least to each parameter change
Three values, constitute the corresponding range of parameter of the system module, if corresponding to after obtaining the value change of all parameters
Dry different variable condition groups, then carry out model in wind tunnel respectively or CFD numerical simulator calculate, obtain in the variable
All wind load charge values are corresponded under operating condition group, and continuous variable operating condition is then carried out in range corresponding to the parameter of the system module
Value obtains the wind load charge values interpolated data library in the range, and search obtains maximum wind load from the interpolated data library
It is worth corresponding variable condition, topographical position corresponding to the variable condition, as described system module model described in actual landform
Gale monitoring optimizes the monitoring location arranged net along in enclosing.
Preferably, establishing the system module corresponds to independent model in wind tunnel and CFD number simultaneously in the step 2
It is worth simulation model, respectively by model in wind tunnel and CFD numerical simulator implementation steps three, is obtained according to model in wind tunnel
The corresponding wind load charge values of each variable condition arrived, it is corresponding to the relevant variable operating condition obtained by CFD numerical simulator
Wind load charge values are modified, the wind load charge values that revised CFD numerical simulator of being then subject to obtains, then implementation steps four
To step 6.Further improve the precision of the optimum choice of arranging net of this method.
Compared with prior art, beneficial effects of the present invention:
1, line of high-speed railway gale monitoring of the present invention optimizes automatic search method of arranging net, by determining first
The corresponding system module of the various terrain environments of line of high-speed railway, then in the research process of individual module, be based on differently
Shape characteristic parameter obtain limited variable condition result of study, using this by corresponding wind load charge values as control data point, adopt
The system module in range corresponding to actual landform situation under the conditions of continuous variable operating condition value is calculated with the mode of interpolation
Independent each variable condition corresponds to wind load charge values interpolated data library, to be formed for individual system block search and be determined maximum
Wind load charge values, as in system module range described in actual landform under the conditions of continuous variable operating condition value, strong wind is supervised along the line
It surveys optimization to arrange net monitoring point (being determined as least favorable gale monitoring station to optimize location arrangements), is high-speed railway gale monitoring station
Longitudinal Optimizing along route provides the foundation of quantization, and gale monitoring point is enable to react the landform big landscape in real time
The wind load of condition, reflection is relatively more accurate, and this method is easy to operate, precision is higher, and it is multiple to be particularly suitable for High aititude mountain area
The optimum choice of the Along Railway gale monitoring cloth site of miscellaneous landform；
2, a kind of line of high-speed railway gale monitoring of the present invention optimizes automatic search method of arranging net, and provides unified rule
The high-speed railway gale monitoring station of model optimizes the principle and method arranged net, and can greatly improve working efficiency.
Detailed description of the invention:
Fig. 1 is that a kind of line of high-speed railway gale monitoring of the present invention optimizes automatic search method flow chart of arranging net；
Fig. 2 is the searching method frame that a kind of line of high-speed railway gale monitoring of the present invention optimizes automatic search system of arranging net
Figure；
Fig. 3 is the schematic diagram of the system module of valley bridge+Gao Ludi.
Specific embodiment
Below with reference to test example and specific embodiment, the present invention is described in further detail.But this should not be understood
It is all that this is belonged to based on the technology that the content of present invention is realized for the scope of the above subject matter of the present invention is limited to the following embodiments
The range of invention.
Embodiment 1
As shown in Figure 1, 2, a kind of line of high-speed railway gale monitoring optimizes arrange net automatic search method, including following step
It is rapid:
Step 1: determining in the various terrain environments of line of high-speed railway, the transitional region between at least two different terrains
As system module, system module group is established；
Variable is studied Step 2: being used as to the features of terrain parameter of each system module in system module group, described in foundation
System module corresponds to independent model in wind tunnel or CFD numerical simulator；
Step 3: changing features of terrain parameter value in the features of terrain parameter for including to each system module to obtain
Limited variable condition, by obtaining the corresponding wind of each variable condition in model in wind tunnel or CFD numerical simulator
Load value, and as the corresponding control data point of the variable condition；
Step 4: according to limited variable condition of the system module and corresponding limited control data point, according to
In range corresponding to actual landform situation under the conditions of continuous variable operating condition value, by the way of interpolation calculation, the system is obtained
Corresponding each wind load charge values, foundation under the conditions of continuous variable operating condition value in the range in the transitional region for module of uniting
The independent each variable condition of system module corresponds to wind load charge values interpolated data library；
Step 5: searching for for wind load charge values interpolated data library described in step 4 and determining maximum wind load charge values, and obtain
To the corresponding variable condition of maximum wind load charge values, variable condition topographical position corresponding in the system module, as
The system module is in the range described in actual landform under the conditions of continuous variable operating condition value, and gale monitoring optimizes prison of arranging net along the line
Measuring point；
Step 6: determining corresponding system module according to actual landform characteristic parameter, step 3 is repeated to step 5
It obtains the corresponding gale monitoring along the line of the features of terrain parameter and optimizes monitoring point of arranging net.
Line of high-speed railway terrain environment system module in the upper step 1 includes: general bridge, tunnel, nullah bridge
6 kinds of beam, Gao Ludi, heavy cut, Blaps femaralis landform nodes according to the actual situation, are formed general according to the principle of combination of two
Bridge+tunnel, general bridge+valley bridge, general bridge+Gao Ludi, general bridge+heavy cut, general bridge+bend are super
Height, tunnel+valley bridge, valley bridge+Gao Ludi, valley bridge+heavy cut, valley bridge+Blaps femaralis, Gao Ludi+depth
Cutting, Gao Ludi+Blaps femaralis, heavy cut+Blaps femaralis amount to 12 system modules.
For the step 1, the parameter of general bridge therein includes span and main beam section form.The ginseng in the tunnel
Number includes mountain height and grade of side slope.The parameter of the valley bridge includes the valley gradient, valley depth, bridge span and girder
Form of fracture.The high embankment parameter includes high depth of fill and the high side slope of embankment gradient.The heavy cut parameter includes grade of side slope
With slopes horizontal length.The Blaps femaralis parameter includes sweep and route tilt angle.
According to the parameter of each topography system module in step 2 described in upper step 2, respectively extremely to each parameter change
Few three values, constitute the corresponding range of parameter of the system module, obtain all parameters value change after it is corresponding
Several different variable condition groups, then carry out model in wind tunnel respectively or CFD numerical simulator calculate, obtain in the change
All wind load charge values are corresponded under amount operating condition group, continuous variable work is then carried out in range corresponding to the parameter of the system module
Condition value obtains the wind load charge values interpolated data library in the range, and search obtains maximum wind load from the interpolated data library
The corresponding variable condition of charge values, topographical position corresponding to the variable condition, the as described system module is described in the actual landform
Gale monitoring optimizes the monitoring location arranged net, the system by obtaining corresponding to the topography system module variable along in range
The database of module, and so on obtain the database of other systems module.
For example, during establishing the database of system module of valley bridge+Gao Ludi, make respectively 3D bridge,
The wind tunnel test test model of valley and high embankment establishes CFD numerical simulator, for bridge main beam section form, across
6 degree, the grade of side slope of the gradient in valley, depth, embankment, height parameters, distinguish value 3 to each parameter, then then shape
At 3 × 3 × 3 × 3 × 3 × 3=729 variable condition group, which is tested or calculated respectively, is obtained corresponding
Corresponding to the operating condition variable of maximum wind load charge values (i.e. least favorable wind load) under variable condition in valley bridge+Gao Ludi environment
Longitudinal optimization position of the position as wind monitoring point, the amount of air measuring station under the conditions of the parameter values except 3 control data points
Change position, by the way of interpolation determine, then obtain the system module in the range described in actual landform along strong wind prison
Survey the monitoring location that optimization is arranged net.
The line of high-speed railway gale monitoring optimizes automatic search method of arranging net, by determining line of high-speed railway first
The corresponding system module of various terrain environments, then in the research process of individual module, obtained based on different topographic characteristics parameter
The limited variable condition result of study taken, using this by corresponding wind load charge values as control data point, by the way of interpolation
Calculate the independent each variable of the system module in range corresponding to actual landform situation under the conditions of continuous variable operating condition value
Operating condition corresponds to wind load charge values interpolated data library, to be formed for individual system block search and determine maximum wind load charge values, i.e.,
It is the system module in the range described in actual landform under the conditions of continuous variable operating condition value, gale monitoring optimization along the line is arranged net prison
Least favorable gale monitoring station (is determined as optimizing location arrangements) by measuring point, is high-speed railway gale monitoring station along the longitudinal direction of route
Optimizing provides the foundation of quantization, and gale monitoring point is enable to react the real-time high wind conditions of the landform, the wind of reflection
Load is relatively more accurate, and this method is easy to operate, precision is higher, is particularly suitable for the railway edge of High aititude mountain area complicated landform
The optimum choice of line gale monitoring cloth site.
In addition, above-mentioned longitudinal optimization position in transitional region air measuring station, under beam wind effect, with single group landform transition region
For domain (for example, high embankment+valley bridge landform changeover portion), it is research variable with corresponding features of terrain parameter, uses
The research means such as wind tunnel test and CFD numerical simulation obtain wind load in the variation characteristic of transitional region, so that it is determined that least favorable
The position of wind monitoring station；
For in the research process of individual module, based on the result of study that limited group of features of terrain parameter obtains, made with this
To control data point, the value of empty portions is calculated by the way of interpolation, to be formed for individual system module least
Sharp gale monitoring station optimizes the determination method of location arrangements along longitudinal direction；
For example, high embankment+valley bridge landform changeover portion, as shown in figure 3, respectively with high side slope of embankment horizontal length
(L), vertical height (H), the gradient (α), main beam section form (bluff body, fairing), size (B × D), the span (L) of bridge, with
And multiple variables such as the gradient (α), depth (H), span (L) in valley are that research object carries out comparative study under bridge section line, with
Wind tunnel test or CFD numerical simulation are research means, obtain set of variables parameter under the conditions of different values (research operating condition compared with
More, each research parameter takes a small number of 3 or so control points) result of study, provide high embankment+valley bridge landform mistake respectively
Cross a section least favorable air measuring station preferred arrangement position；Finally by relevant interpolation calculation, obtains set of variables and connect in a certain range
Air measuring station preferred arrangement position under the conditions of continuous value.
Similar, optimize method for determining position for single module least favorable air measuring station using above-mentioned, is directed to other respectively
Module under landform combination condition conducts a research, thus formed for high-speed railway route often meet landform transition condition under least
The searching method of longitudinal preferred arrangement position system of sharp air measuring station.
Embodiment 2
The present embodiment 2 describes automatic searcher of arranging net using the optimization of line of high-speed railway gale monitoring by a case
The application of method, detailed process include:
(1) data collection
Respectively for line I (coastal area) and line II (hard and dangerous mountain area) two high-speed rail routes compile along landform,
The data such as route and meteorology；
(2) research object is determined
1. general bridge:
Line I:DK212+631~DK214+325, tunnel+Gao Ludi+bridge
2. tunnel: line I DK212+631~DK214+325, tunnel+Gao Ludi+bridge
3. valley bridge: certain railway, certain bridge
4. high embankment: line I DK212+631~DK214+325, tunnel+Gao Ludi+bridge
5. heavy cut: line II D1K210~D1K230, bend+two-wire grand bridge
6. Blaps femaralis: line II D1K210~D1K230, bend+two-wire grand bridge
(3) wind tunnel test
1. test model standard
The scaling factor of model is controlled with line width, such as double track railway width is about 15m, to guarantee model in wind tunnel
Middle railway model width is not less than 5~15cm, and model scale is than overall by 1/300~1/100 control.
2. test model classification
Based on practical finding, according to corresponding scaling factor, make respectively general bridge, tunnel, valley bridge,
High embankment, heavy cut, 6 kinds of landform nodes of Blaps femaralis model in wind tunnel, pay attention to during modelling keeping each list
Harmony of the body Model on the overall dimensions such as height, width, it is ensured that can smoothly dock between any two.
3. operating condition of test
Respectively for the development wind tunnel test of 6 kinds of typical landform monomer models, survey different wind speed, wind direction, turbulence level with
And the wind field distribution of wind angle of attack incoming flow situation drag；
It is based respectively on general bridge-tunnel, general bridge-valley bridge, general bridge-Gao Ludi, general bridge-depth road
Moat, general bridge-Blaps femaralis, tunnel-valley bridge, tunnel-Gao Ludi, tunnel-heavy cut, tunnel-Blaps femaralis, valley
Bridge-Gao Ludi, valley bridge-heavy cut, valley bridge-Blaps femaralis, Gao Ludi-heavy cut, Gao Ludi-Blaps femaralis,
Test model under the 15 kinds of landform combinations of heavy cut-Blaps femaralis carries out wind tunnel test, surveys different wind speed, wind direction, turbulence level
And the wind field distribution of wind angle of attack incoming flow situation drag.
4. test result is extracted and analysis
Based on results of wind tunnel, worst landform combination is specified, the distribution of route section wind field and incoming flow are obtained
Correlativity.
(4) CFD numerical simulation
Respectively for the general bridge in wind tunnel test, tunnel, valley bridge, Gao Ludi, heavy cut, 6 kinds of Blaps femaralis
Typical landform monomer model establish the cross section the 2D CFD numerical model of 1:1 and carry out numerical value calculating, survey different wind speed, wind direction,
Turbulence level and the wind field distribution characteristics of wind angle of attack incoming flow situation drag are simultaneously compared with results of wind tunnel, by CFD number
It is worth the adjustment of calculating grid and amendment of model, it is ensured that numerical result is consistent with results of wind tunnel；
(5) field measurement
In the case where study condition allows, for the determining least favorable landform of wind tunnel test and CFD number crunching
Combination, the corresponding position in practical high-speed rail route install 3~5 live air measuring stations, pass through the wind field data pair of field measurement
The confirmation that research conclusion is further checked, check result meet actual needs within accuracy rating.
The embodiment of the present invention is given for the purpose of illustration and description, and is not exhaustively or by this to send out
It is bright to be limited to disclosed form.Many modifications and variations are obvious for the ordinary skill in the art.Choosing
Selecting and describe embodiment is and to make those skilled in the art to more preferably illustrate the principle of the present invention and practical application
It will be appreciated that the present invention is to design various embodiments suitable for specific applications with various modifications.
Claims (10)
- The automatic search method 1. a kind of line of high-speed railway gale monitoring optimization is arranged net, which comprises the following steps:Step 1: determining in the various terrain environments of line of high-speed railway, the transitional region conduct between at least two different terrains System module establishes system module group；Step 2: being used as research variable to the features of terrain parameter of each system module in system module group, the system is established Module corresponds to independent model in wind tunnel or CFD numerical simulator；Step 3: it is limited to obtain to change features of terrain parameter value in the features of terrain parameter for including to each system module A variable condition, by obtaining the corresponding wind load of each variable condition in model in wind tunnel or CFD numerical simulator Value, and as the corresponding control data point of the variable condition；Step 4: according to limited variable condition of the system module and corresponding limited control data point, according to reality In range corresponding to topographic features under the conditions of continuous variable operating condition value, by the way of interpolation calculation, the system mould is obtained Corresponding each wind load charge values under the conditions of continuous variable operating condition value in the range in the transitional region of block, described in foundation The independent each variable condition of system module corresponds to wind load charge values interpolated data library；Step 5: searching for for wind load charge values interpolated data library described in step 4 and determining maximum wind load charge values, and obtain most The corresponding variable condition of wind loads value, variable condition topographical position corresponding in the system module are as described System module is in the range described in actual landform under the conditions of continuous variable operating condition value, and gale monitoring optimizes monitoring of arranging net along the line Point；Step 6: determining corresponding system module according to actual landform characteristic parameter, step 3 is repeated to step 5, can be obtained Gale monitoring optimizes monitoring point of arranging net along the features of terrain parameter is corresponding.
- The automatic search method 2. a kind of line of high-speed railway gale monitoring optimization according to claim 1 is arranged net, feature It is, the line of high-speed railway terrain environment system module in the step 1 includes: general bridge, tunnel, valley bridge, height 6 kinds of embankment, heavy cut, Blaps femaralis landform nodes, according to the principle of combination of two, according to the actual situation, formation general bridge+ Tunnel, general bridge+valley bridge, general bridge+Gao Ludi, general bridge+heavy cut, general bridge+Blaps femaralis, tunnel + valley bridge, valley bridge+Gao Ludi, valley bridge+heavy cut, valley bridge+Blaps femaralis, Gao Ludi+heavy cut, height Embankment+Blaps femaralis, heavy cut+Blaps femaralis amount to 12 system modules.
- The automatic search method 3. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the parameter of the general bridge in the step 1 includes span and main beam section form.
- The automatic search method 4. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the parameter in the tunnel in the step 1 includes mountain height and grade of side slope.
- The automatic search method 5. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the parameter of the valley bridge in the step 1 includes the valley gradient, valley depth, bridge span and main beam section shape Formula.
- The automatic search method 6. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the high embankment parameter in the step 1 includes height and grade of side slope.
- The automatic search method 7. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the heavy cut parameter in the step 1 includes grade of side slope and slopes horizontal length.
- The automatic search method 8. a kind of line of high-speed railway gale monitoring optimization according to claim 2 is arranged net, feature It is, the Blaps femaralis parameter in the step 1 includes sweep and route tilt angle.
- 9. automatic search method of arranging net is optimized according to a kind of any line of high-speed railway gale monitoring of claim 2-8, It is characterized in that, according to the parameter of each topography system module in the step 2, respectively to each parameter change at least three Value constitutes the corresponding range of parameter of the system module, obtain all parameters value change after corresponding several Then different variable condition groups carry out model in wind tunnel respectively or CFD numerical simulator calculate, obtain in the variable condition The lower corresponding all wind load charge values of group, then carry out continuous variable operating condition in range corresponding to the parameter of the system module and take Value, obtains the wind load charge values interpolated data library in the range, and search obtains maximum wind load charge values from the interpolated data library Corresponding variable condition, topographical position corresponding to the variable condition, as described system module range described in actual landform Gale monitoring optimizes the monitoring location arranged net along interior.
- 10. automatic search method of arranging net is optimized according to a kind of any line of high-speed railway gale monitoring of claim 2-8, It is characterized in that, establishing the system module corresponds to independent model in wind tunnel and CFD Numerical-Mode simultaneously in the step 2 Analog model obtains respectively by model in wind tunnel and CFD numerical simulator implementation steps three according to model in wind tunnel The corresponding wind load charge values of each variable condition, to the corresponding wind load of relevant variable operating condition obtained by CFD numerical simulator Charge values are modified, the wind load charge values that revised CFD numerical simulator of being then subject to obtains, then implementation steps four are to step Rapid six.
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