LU600988B1

LU600988B1 - Monitoring and Processing Method and Device for Differential Settlement of Widened Embankments

Info

Publication number: LU600988B1
Application number: LU600988A
Authority: LU
Inventors: Xiaoxuan Yu
Original assignee: Univ Tianjin
Priority date: 2024-06-21
Filing date: 2025-04-08
Publication date: 2025-10-08
Also published as: CN118375115A; CN118375115B

Abstract

The invention provides a monitoring and processing method and device for differential settlement of widened embankments, which may be applied in the fields of transportation construction engineering and embankment settlement monitoring technology. Acquiring multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment; determining a first settlement result based on the measurement point data; processing the multiple image data based on preset processing rules to generate initial interferometric image data pairs;; inputting the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment; updating the second settlement result based on a second update rule and the first settlement result to generate a third settlement result. The third settlement result generated by the above method is based on multi-dimensional, multi-temporal monitoring results from different monitoring equipment, thereby improving the accuracy of the monitoring results.

Description

DESCRIPTION LU600988

MONITORING AND PROCESSING METHOD AND DEVICE FOR DIFFERENTIAL

SETTLEMENT OF WIDENED EMBANKMENTS

TECHNICAL FIELD

The invention relates to the fields of transportation construction engineering and embankment settlement monitoring technology, and particularly to a monitoring and processing method and device for differential settlement of widened embankments.

BACKGROUND

After the widening of an embankment, excessive differential settlement between the old and new embankments may lead to road surface cracking and damage, posing safety risks to vehicle travel. Current methods for monitoring and controlling settlement in widened embankments mainly include: using settlement plates and leveling instruments to monitor the embankment surface; and using displacement observation stakes and total stations to monitor the soil outside the embankment.

The inventors have found that the existing monitoring and processing methods for differential settlement of widened embankments have the following defects: traditional monitoring methods are relatively single and have limited monitoring scope, resulting in low monitoring efficiency; the large amount of data and poor data quality in related monitoring methods lead to high system resource consumption and low accuracy of monitoring results.

SUMMARY

In view of the above problems, the invention provides a monitoring and processing method, device, equipment, storage medium, and program product for differential settlement of widened embankments.

According to the first aspect of the invention, a monitoring and processing methad 500988 for differential settlement of widened embankments is provided, including: acquiring multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, where the target monitoring equipment includes a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment; determining a first settlement result based on the measurement point data; processing the multiple image data based on preset processing rules to generate initial interferometric image data pairs; updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, where the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs; inputting the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment; and updating the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.

According to an embodiment of the invention, updating the initial interferometric image data pairs based on the first update rule to generate the target interferometric image data pairs includes: acquiring ground range data and reference data corresponding to the initial interferometric image data pairs, where the ground range data represents distance data between surface feature points of the target embankment and the first monitoring device, and the reference data represents elevation data of the surface feature points of the target embankment; determining an offset value of the initial interferometric image data pairs based on the ground range data and the reference data; and updating the initial interferometric image data pairs based on the offset value and the first update rule to generate the target interferometric image data pairs.

According to an embodiment of the invention, inputting the target interferometric image data pairs into the settlement monitoring model to output the second settlement result corresponding to the target embankment includes: selecting target baseline data pairs from the target interferometric image data pairs based on a preset screening rule; and inputting the target baseline data pairs into the settlement monitoring model to generate the second settlement result corresponding to the target embankment.

According to an embodiment of the invention, the second update rule includes a 600988 atmospheric correction rule and a geocoding rule; where updating the second settlement result based on the second update rule and the first settlement result to generate the third settlement result corresponding to the target embankment includes: updating the second settlement result based on the atmospheric correction rule to generate an atmospheric- corrected settlement result; mapping the atmospheric-corrected settlement result to a target coordinate system based on the geocoding rule to generate a mapped settlement result; and updating the mapped settlement result using the first settlement result to generate the third settlement result corresponding to the target embankment.

According to an embodiment of the invention, the second update rule further includes a filtering rule; where updating the second settlement result based on the atmospheric correction rule to generate the atmospheric-corrected settlement result further includes: filtering the second settlement result using the filtering rule to generate a first filtered settlement result and a second filtered settlement result; and merging the first filtered settlement result and the second filtered settlement result to generate a filtered second settlement result.

According to an embodiment of the invention, updating the second settlement result based on the atmospheric correction rule to generate the atmospheric-corrected settlement result includes: acquiring meteorological data corresponding to the target embankment within a target time period using a meteorological monitoring device; generating atmospheric delay data corresponding to the target embankment based on the meteorological data and a meteorological simulation model; and updating the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result.

According to an embodiment of the invention, the meteorological data includes temperature data, pressure data, and humidity data; where generating the atmospheric delay data corresponding to the target embankment based on the meteorological data and the meteorological simulation model includes: inputting the temperature data, pressure data, and humidity data corresponding to the target embankment within the target time period into the meteorological simulation model to output a simulation result corresponding to the meteorological data; and determining the atmospheric delay data corresponding to the target embankment based on the simulation result.

According to an embodiment of the invention, the atmospheric correction rule 600988 includes a coordinate transformation rule and an interpolation algorithm; where updating the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result includes: registering the atmospheric delay data with the second settlement result data in the target coordinate system based on the coordinate transformation rule to generate a registration result; and performing interpolation processing on the registration result using the interpolation algorithm to generate the atmospheric-corrected settlement result.

According to an embodiment of the invention, processing the multiple image data based on the preset processing rules to generate the initial interferometric image data pairs includes: selecting first image data and second image data from the multiple image data, where the first image data and the second image data are aligned in time and space dimensions; and pairing the first image data and the second image data based on the preset processing rules to generate the initial interferometric image data pairs.

The second aspect of the invention provides a monitoring and processing device for differential settlement of widened embankments, including: a data acquisition module, configured to acquire multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, where the target monitoring equipment includes a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment; a first settlement result determination module, configured to determine a first settlement result based on the measurement point data; an initial interferometric image data pair generation module, configured to process the multiple image data based on preset processing rules to generate initial interferometric image data pairs; a target interferometric image data pair generation module, configured to update the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, where the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs; a second settlement result output module, configured to input the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment;

and a third settlement result generation module, configured to update the second 500988 settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.

The third aspect of the invention provides an electronic device, including: one or more processors; a memory, configured to store one or more programs, where when the one or more programs are executed by the one or more processors, the one or more processors are caused to execute the method.

The fourth aspect of the invention further provides a computer-readable storage medium, having executable instructions stored thereon, where the instructions, when executed by a processor, cause the processor to execute the method.

The fifth aspect of the invention further provides a computer program product, including a computer program, where the computer program, when executed by a processor, implements the method.

According to the monitoring and processing method and device for differential settlement of widened embankments provided by the invention, by using ground monitoring equipment and satellite monitoring equipment to conduct all-weather and full- section continuous monitoring of the widened embankment to obtain multi-temporal image data and full-section measurement point data, and generating a first settlement result and initial interferometric image data pairs, thereby updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs with a higher coherence degree value, thereby reducing the amount of interferometric image data pairs while improving the data quality of the interferometric image data pairs, reducing system resource consumption, and using the refined target interferometric image data pairs and a settlement prediction model to obtain a second settlement result, and further updating and optimizing the second settlement result based on a second update rule and the first settlement result to finally obtain a third settlement result, where the third settlement result is based on multi-dimensional and multi-temporal monitoring results from different monitoring equipment, thereby improving the accuracy of the monitoring results.

BRIEF DESCRIPTION OF THE FIGURES

Through the following description of the embodiments of the invention with reference to the accompanying drawings, the above and other objectives, features, and advantages of the invention will become more apparent. In the drawings:

Fig. 1 shows an application scenario diagram of the monitoring and processing 500988 method, device, equipment, storage medium, and program product for differential settlement of widened embankments according to an embodiment of the invention:

Fig. 2 shows a flowchart of the monitoring and processing method for differential settlement of widened embankments according to an embodiment of the invention;

Fig. 3 shows a schematic diagram of a terrain correction method according to an embodiment of the invention;

Fig. 4 shows a schematic diagram of a second monitoring device according to an embodiment of the invention, where FIG. 4(a) shows an overall schematic diagram of the second monitoring device, and FIG. 4(b) shows a schematic diagram of a connecting pipe;

Fig. 5 shows a structural block diagram of the monitoring and processing device for differential settlement of widened embankments according to an embodiment of the invention;

Fig. 6 shows a block diagram of an electronic device suitable for implementing the monitoring and processing method for differential settlement of widened embankments according to an embodiment of the invention.

DESCRIPTION OF THE INVENTION

Hereinafter, embodiments of the invention will be described with reference to the accompanying drawings. However, it should be understood that these descriptions are only exemplary and are not intended to limit the scope of the invention. In the following detailed description, for the purpose of explanation, numerous specific details are set forth to provide a thorough understanding of the embodiments of the invention. However, it is obvious that one or more embodiments may be implemented without these specific details. In addition, in the following description, descriptions of well-known structures and techniques are omitted to avoid unnecessarily obscuring the concepts of the invention.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the invention. As used herein, the terms "including," "including," and the like indicate the presence of stated features, steps, operations, and/or components, but do not preclude the presence or addition of one or more other features, steps, operations, or components.

All terms used herein, including technical and scientific terms, have the meanings, 500988 commonly understood by those skilled in the art, unless otherwise defined. It should be noted that the terms used herein should be interpreted as having meanings consistent with the context of this specification and should not be interpreted in an idealized or overly rigid manner.

When using expressions such as "at least one of A, B, and C," it should generally be interpreted in the manner commonly understood by those skilled in the art (for example, "a system having at least one of A, B, and C" includes, but is not limited to, systems having only A, only B, only C, Aand B, Aand C, B and C, and/or A, B, and C, etc.).

In the technical solution of the invention, the user information involved (including but not limited to user personal information, user image information, user device information, such as location information, etc.) and data (including but not limited to data used for analysis, stored data, displayed data, etc.) are all authorized by the user or fully authorized by all parties, and the collection, storage, use, processing, transmission, provision, disclosure, and application of the relevant data comply with relevant laws and regulations and standards, take necessary confidentiality measures, do not violate public order and good morals, and provide corresponding operation entries for users to choose to authorize or refuse.

In the process of conceiving the invention, the inventors found that the existing monitoring methods for differential settlement of widened embankments are single and have a limited monitoring scope, resulting in low monitoring efficiency; the large amount of data and poor data quality in related monitoring methods lead to high system resource consumption and low accuracy of monitoring results. In view of this, the invention uses ground monitoring equipment and satellite monitoring equipment to conduct all-weather and full-section continuous monitoring of the widened embankment to obtain multi- temporal image data and full-section measurement point data, and generates a first settlement result and initial interferometric image data pairs, thereby updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs with a higher coherence degree value, thereby reducing the amount of interferometric image data pairs while improving the data quality of the interferometric image data pairs, reducing system resource consumption, and using the refined target interferometric image data pairs and a settlement prediction model to obtain a second settlement result, and further updating and optimizing the second settlement result based on a second update rule and the first settlement result to finally obtain a third settlement result,

where the third settlement result is based on multi-dimensional and multi-temporgl 500988 monitoring results from different monitoring equipment, thereby improving the accuracy of the monitoring results.

An embodiment of the invention provides a monitoring and processing method and device for differential settlement of widened embankments, the method including: acquiring multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, where the target monitoring equipment includes a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment; determining a first settlement result based on the measurement point data; processing the multiple image data based on preset processing rules to generate initial interferometric image data pairs; updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, where the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs; inputting the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment; and updating the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.

Fig. 1 shows an application scenario diagram of the monitoring and processing method, device, equipment, storage medium, and program product for differential settlement of widened embankments according to an embodiment of the invention.

As shown in FIG. 1, the application scenario according to this embodiment may include a first terminal device 101, a second terminal device 102, a third terminal device 103, a network 104, and a server 105. The network 104 is used to provide a communication link medium between the first terminal device 101, the second terminal device 102, the third terminal device 103, the server 105, and monitoring equipment 106.

The network 104 may include various connection types, such as wired, wireless communication links, or fibre optic cables, etc.

The monitoring equipment 106 is used to monitor the widened embankment and generate monitoring data. The monitoring equipment 106 may include satellite monitoring equipment and ground monitoring equipment. The satellite monitoring equipment includes, but is not limited to, synthetic aperture radar (SAR) satellites, global positioning systems (GPS), and meteorological monitoring equipment.

The ground monitoring equipment includes, but is not limited to, global navigation 500988 satellite systems (GNSS), laser rangefinders, and levelling instruments. The monitoring equipment 106 and the server 105 may be connected through the network 104.

Users may use at least one of the first terminal device 101, the second terminal device 102, and the third terminal device 103 to interact with the server 105 through the network 104 to receive or send messages, etc. The first terminal device 101, the second terminal device 102, and the third terminal device 103 may have various communication client applications installed, such as shopping applications, web browser applications, search applications, instant messaging tools, email clients, social platform software, etc. (for example only).

The first terminal device 101, the second terminal device 102, and the third terminal device 103 may be various electronic devices with displays and supporting web browsing, including but not limited to smartphones, tablets, laptops, and desktop computers, etc.

The server 105 may be a server providing various services, such as a background management server supporting websites browsed by users using the first terminal device 101, the second terminal device 102, and the third terminal device 103 (for example only).

The background management server may analyse and process received user requests and other data, and feedback the processing results (such as web pages, information, or data obtained or generated according to user requests) to the terminal devices.

It should be noted that the monitoring and processing method for differential settlement of widened embankments provided by the embodiments of the invention may generally be executed by the server 105. Accordingly, the monitoring and processing device for differential settlement of widened embankments provided by the embodiments of the invention may generally be set in the server 105. The monitoring and processing method for differential settlement of widened embankments provided by the embodiments of the invention may also be executed by a server or server cluster different from the server 105 and capable of communicating with the first terminal device 101, the second terminal device 102, the third terminal device 103, and/or the server 105. Accordingly, the monitoring and processing device for differential settlement of widened embankments provided by the embodiments of the invention may also be set in a server or server cluster different from the server 105 and capable of communicating with the first terminal device 101, the second terminal device 102, the third terminal device 103, and/or the server 105.

It should be understood that the number of terminal devices, networks, and servers in FIG. 1 is only illustrative. According to implementation needs, there may be any number of terminal devices, networks, and servers.

Fig. 2 shows a flowchart of the monitoring and processing method for differential 500988 settlement of widened embankments according to an embodiment of the invention.

As shown in FIG. 2, the monitoring and processing method for differential settlement of widened embankments according to this embodiment includes operations S210 to

S260.

At operation S210, acquiring multiple image data and measurement point data corresponding to a target embankment by using target monitoring equipment, where the target monitoring equipment includes a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment.

According to an embodiment of the invention, the image data may be radar image data acquired by the first monitoring device, and the first monitoring device may be satellite monitoring equipment. The measurement point data may be ground point data corresponding to the target embankment acquired by the second monitoring device, and the second monitoring device may be ground monitoring equipment.

At operation S220, determining a first settlement result based on the measurement point data.

According to an embodiment of the invention, the measurement point data may be settlement data of cross-sectional measurement points of the target embankment monitored by the second monitoring device (for example, a levelling instrument). The first settlement result may be a settlement result of cross-sectional measurement points of the target embankment obtained by inputting the measurement point data into a settlement calculation model or using a related interpolation algorithm.

At operation S230, processing the multiple image data based on preset processing rules to generate initial interferometric image data pairs.

According to an embodiment of the invention, the image data may include first image data (main image data) and second image data (secondary image data). The main image data may be characterized as the image selected as a reference in the time series, and other images are registered and matched with it to achieve surface change monitoring.

The selection of the main image usually considers factors such as stable surface conditions, less cloud cover, and high observation quality. The secondary image data is relative to the main image data and is used to compare with the main image data to monitor surface changes.

The secondary image data needs to be registered with the main image data so that 500988 the two images correspond in geographic coordinates to enable change monitoring. Both the main image data and the secondary image data are part of the image sequence and are used for surface change monitoring and analysis.

At operation S240, updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, where the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs.

According to an embodiment of the invention, the first update rule may include a terrain phase correction rule and a phase unwrapping rule. The terrain phase may be characterized as the phase change caused by the influence of terrain on radar wave propagation. Phase unwrapping may be used to extract ground elevation information from the interferometric phase, and the phase unwrapping methods may include the minimum cost flow method, region growing, and quality-guided phase unwrapping, and the specific method is not limited here, with the selection of the phase path with the least noise sensitivity as the criterion. The target interferometric image data pairs may be characterized as image data pairs obtained by performing terrain phase correction and phase unwrapping on the initial interferometric image data pairs.

According to an embodiment of the invention, coherence may be used as an important indicator to measure image data, reflecting the degree to which the radar waves reflected from the surface remain consistent during two acquisitions. By using the first update rule, the coherence degree value of the updated target interferometric image data pairs is greater than that of the initial interferometric image data pairs.

At operation S250, inputting the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment.

According to an embodiment of the invention, the settlement monitoring model may be used to monitor the average surface deformation rate of each pixel on the surface of the target embankment. In image data processing, inversion may be characterized as the process of deriving physical parameters or characteristics of the surface or atmosphere using the monitored image data. Through inversion, information such as surface elevation, surface cover type, soil moisture, and vegetation biomass may be obtained, and parameters such as water vapour content and temperature in the atmosphere may also be derived.

In a feasible embodiment, by using the acquisition time of the main image data, 600988 acquisition time of the secondary image data, the time interval between the acquisition of the main and secondary image data, and the phase change of the target interferometric image data pairs, the second settlement result corresponding to the target embankment may be inverted.

At operation S260, updating the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.

According to an embodiment of the invention, the second update rule may include an atmospheric correction rule and a geocoding rule. The atmospheric correction rule may be characterized as using the relationship between meteorological parameter data and atmospheric delay to calculate the atmospheric delay of each pixel on the surface of the target embankment and perform correction. The geocoding rule may be characterized as the process of projecting the second settlement result from the radar coordinate system to a standard coordinate system (a coordinate system with geographic coordinates, such as longitude and latitude) to finally obtain the deformation result in the standard coordinate system. The third settlement result may be generated by updating the second settlement result based on the atmospheric correction rule, the geocoding rule, and the first settlement result.

In a feasible embodiment, the method for determining the first settlement result may include: based on the measurement point data of multiple cross-sections of the widened embankment (for example, data inside the embankment and at the bottom of the embankment), recording and analysing the measurement point data of each cross- section, and statistically analysing the key measurement point settlement data of each cross-section; then, the inverse distance weighting interpolation method or related model simulation may be used to simulate the measurement point data of the entire target embankment, and then the first settlement result may be calculated.

In a feasible embodiment, the inverse distance weighting interpolation method may be used to calculate the measurement point data to obtain the first settlement result of the entire target embankment, including: first, monitoring multiple monitoring points 1, 2, 3, ..., N of the target embankment, and recording fi, fa, fs, ..., fn as the settlement data of the actual monitoring points connected in series by hydraulic static level gauges; using the interpolation method to obtain the settlement data F1, F2, F3, ..., Fn of the surrounding settlement points of the measurement points,

and the calculation method of the first settlement result F; of the target embankment 500988 is specifically as shown in the following formulas (1)-(2): a (1) where wi is the weight of the known point i, and h is the distance value between the known monitoring point and the surrounding settlement measurement points to be calculated

Qu (2) where | is the position of the surrounding settlement point to be calculated; i is the position of the surrounding settlement measurement points of the known point; Fj and fi represent the corresponding settlement values. By using the inverse distance weighting interpolation method, the settlement data of unknown points around the internal cross- sectional monitoring points of the target embankment at different heights may be calculated, and then the settlement data of the entire widened embankment may be simulated. Through post-processing software, the internal settlement curve relationship of the widened embankment may be obtained, and the differential settlement situation of the widened embankment may be visually observed.

In a feasible embodiment, after comprehensively monitoring the target embankment using the first monitoring device (satellite monitoring equipment) and the second monitoring device (ground monitoring equipment) to generate settlement results (third settlement results) including monitoring points at different depths and different embankment surface monitoring points, the third settlement result may be displayed in a data visualization chart, so that the full cross-sectional settlement situation of the target widened embankment may be obtained. A differential settlement threshold may be set according to the actual situation of the widened embankment, for example, the settlement of the widened embankment on general road sections should not exceed 15 cm, meeting the requirements that the increase in the cross slope of the embankment should not exceed 0.5% or the longitudinal slope change caused by differential settlement should not exceed 0.4%. For settlement points close to the differential settlement threshold, an early warning may be issued. It should be noted that the differential settlement threshold may be set according to the actual situation and specific engineering requirements, and is not limited here.

In a feasible embodiment, after monitoring the target embankment using ground 500988 monitoring equipment to generate cross-sectional settlement results of monitoring points at different depths, the surface settlement estimation results of the monitoring point section of the widened embankment may be generated based on the cross-sectional settlement results of the monitoring points; then, the surface settlement estimation results may be matched with the third settlement result. If the error between the two settlement results is less than the error threshold (the error threshold indicates that the error meets the corresponding specifications), the data may be combined, that is, within a certain target range of the cross-section of the embankment (for example, the filling material properties of the widened embankment are consistent), the surface settlement data of the widened embankment may be obtained only through satellite monitoring equipment, and then the cross-sectional settlement results within the target range may be obtained based on the real-time acquired surface settlement data and the settlement detection model: thereby, the settlement results of the nearby road sections may be inferred based on the cross-sectional settlement results of the widened embankment within a certain target range, further improving the monitoring efficiency and monitoring scope of the differential settlement of the target embankment. According to an embodiment of the invention, by using multiple target monitoring equipment to conduct all-weather continuous monitoring of the target embankment to obtain multi-temporal image data and measurement point data, and generating the first settlement result and initial interferometric image data pairs, thereby updating the initial interferometric image data pairs based on the first update rule to generate target interferometric image data pairs with a higher coherence degree value, thereby reducing the amount of interferometric image data pairs while improving the data quality of the interferometric image data pairs, reducing system resource consumption, and using the refined target interferometric image data pairs and the settlement prediction model to obtain the second settlement result, and further updating and optimizing the second settlement result based on the second update rule and the first settlement result to finally obtain the third settlement result, where the third settlement result is based on multi-dimensional and multi-temporal monitoring results from different monitoring equipment, thereby improving the accuracy of the monitoring results.

According to an embodiment of the invention, updating the initial interferometric image data pairs based on the first update rule to generate the target interferometric image data pairs includes: acquiring ground range data and reference data corresponding to the initial interferometric image data pairs,

where the ground range data represents distance data between surface feature 500988 points of the target embankment and the first monitoring device, and the reference data represents elevation data of the surface feature points of the target embankment; determining an offset value of the initial interferometric image data pairs based on the ground range data and the reference data; and updating the initial interferometric image data pairs based on the offset value and the first update rule to generate the target interferometric image data pairs.

According to an embodiment of the invention, the first update rule may include a terrain phase correction rule and a phase unwrapping rule. In the image data, the terrain phase may be characterized as the phase ambiguity or phase offset caused by the radar wave when the terrain undulates, so terrain phase correction is required. Since the phase data is affected by multiple factors (such as terrain undulation, atmospheric interference, etc.), the phase data usually cycles within the range of [-TT, TT], which leads to phase wrapping. Phase unwrapping is the process of unwrapping these phase data from the cyclic range to a continuous phase surface.

The ground range data may be characterized as the geometric distance between a ground target (for example, point À on the surface of the widened embankment) and the satellite monitoring equipment. The reference data may be characterized as reference information of ground elevation, and the elevation information of the reference map may be mapped to the image data.

Fig. 3 shows a schematic diagram of a terrain correction method according to an embodiment of the invention.

As shown in FIG. 3, the satellite monitoring equipment (radar) is located at points S1 and Sa, respectively. The flight height of the radar at S1 is H, and the baseline distance between radar Sy and radar S» is B. The surface of the widened embankment and the slope have undulations, and the height of point A on the surface of the widened embankment relative to the ground reference surface is h. The slant range from radar S1 to point A is R1, and the slant range from radar Sz to point A on the surface of the widened embankment is Ra. In the orthographic projection image, the pixel point AO corresponding to point A is located at the same position as point C due to the influence of terrain undulation. In the side-looking radar slant-to-ground conversion, the pixel point corresponding to point A is the same as point C. Let the slant range from radar S4 to point

C be ry, then ri = Ry. The distances from the orthographic projection point O of radar Sy to points Ao and C are Loao and Loc, respectively.

Let the incident angle of radar S1 at point A be ©, and the horizontal angle of Ne 600988 baseline be a. Then, the slant range difference OR between slant ranges R1 and Ra, the side-looking angle B of the radar, and the slant range Rı from radar Si to point A may be calculated as shown in the following formulas (3) -(5):

HH

R= a)

SR=R ~R. à)

In AS1S2A, the cosine theorem of the triangle and the relationship between the sides may be used to obtain the distances Loao and Loc from the orthographic projection point

O of radar S4 to points Ao and C, respectively, as shown in the following formulas (6) -(8):

IRE (6)

Lou = KR, sm 0 (7)

Loc = Htan(0—00) ©

Considering that 56 is extremely small and may be ignored relative to ©, the image offset value AL of point À in the ground range map (ground range data) relative to the reference map (reference data) may be corrected, and AL is specifically as shown in the following formula (9): al = Los a Li =H * LL cos (9)

Further, the slant range difference OR caused by the elevation of the target widened embankment is converted into an interferometric phase model to obtain the terrain phase

Wtop, AS shown in the following formula (10):

A Â | cos6 X cos” à (10)

Finally, the digital elevation model (DEM) data obtained by the satellite monitoring equipment may be converted from the Earth coordinate system to the slant-to-ground coordinate system to eliminate or reduce the influence of the Earth's curvature and terrain tilt on the terrain. By substituting AL, the conversion based on elevation information is achieved, and the influence of the terrain phase is corrected.

According to an embodiment of the invention, by using the terrain phase correction 500988 rule and the phase unwrapping rule to generate target interferometric image data pairs with high coherence, it is crucial for obtaining accurate interferograms and deformation monitoring, which may improve the quality and reliability of the data and provide a more reliable basis for subsequent data analysis and applications.

According to an embodiment of the invention, the baseline data may be characterized as the change in the position of the satellite monitoring equipment between two observations, and the length of the spatial baseline may be determined by the orbital position and attitude changes of the satellite monitoring equipment during the two monitoring periods. The preset screening rule may be a rule based on the length of the spatial baseline, and the target baseline data pairs may be obtained by selecting baseline groups with shorter spatial baselines between adjacent times as the target baseline, and then the second settlement result, that is, the average surface deformation rate vn of each pixel on the surface of the target embankment, may be inverted based on the acquisition time tn of the main image data, the acquisition time tn of the secondary image data, the time interval ôt between the acquisition of the main and secondary image data, and the phase change dy of the target interferometric image data pairs, as shown in the following formula (11): vy = Va WV. PL C y 3 on [, CS [a 1 ot (11) where wn is the terrain phase of the main image data, and yn-1 is the terrain phase of the secondary image data.

According to an embodiment of the invention, by selecting baseline groups With 500988 shorter spatial baselines between adjacent times as the target baseline to generate the average surface deformation rate of each pixel on the surface of the target embankment, a shorter spatial baseline means that the position change of the satellite between two observations is smaller, which helps to reduce the influence of atmospheric and terrain effects on the interferometric phase. Atmospheric and terrain effects are common sources of error in satellite monitoring, and selecting shorter baselines may reduce these errors and improve the measurement accuracy of surface deformation.

According to an embodiment of the invention, the second update rule includes an atmospheric correction rule and a geocoding rule; where updating the second settlement result based on the second update rule and the first settlement result to generate the third settlement result corresponding to the target embankment includes: updating the second settlement result based on the atmospheric correction rule to generate an atmospheric- corrected settlement result; mapping the atmospheric-corrected settlement result to a target coordinate system based on the geocoding rule to generate a mapped settlement result; and updating the mapped settlement result using the first settlement result to generate the third settlement result corresponding to the target embankment.

According to an embodiment of the invention, considering the atmospheric delay phenomenon in satellite monitoring, atmospheric delay is caused by the reflection and refraction of the troposphere, including hydrostatic delay and wet delay; hydrostatic delay is mainly affected by pressure and temperature, and changes smoothly in space and slowly over time, showing good periodicity; wet delay is mainly affected by water vapor partial pressure and temperature, so it is necessary to perform atmospheric correction on the second settlement result to generate the atmospheric-corrected settlement result.

In a feasible embodiment, by using the geocoding rule, the second settlement result is projected from the radar coordinate system to the WGS-84 coordinate system to obtain the differential settlement deformation result of the target embankment in the WGS-84 coordinate system.

According to an embodiment of the invention, the filtering rule may be characterized 00988 as using a filter to remove atmospheric phase in satellite image data processing, and may include a high-pass filtering rule and a low-pass filtering rule. High-pass filtering may reduce the influence of the low-frequency part of the image data, making the high- frequency part (such as details) more prominent; low-pass filtering may retain the low- frequency part of the image data while suppressing the high-frequency part. In removing atmospheric phase, low-pass filtering may help smooth the image, remove high- frequency noise and details, and highlight low-frequency atmospheric effects.

In a feasible embodiment, the method for filtering the second settlement result using the filtering rule may include: using a low-pass filter to filter the original image, smooth the image, remove high-frequency noise and details, and retain low-frequency atmospheric effects to obtain a low-pass filtered image; then subtracting the low-pass filtered image from the original image to obtain an approximate image of low-frequency atmospheric effects (i.e., the first filtered settlement result); then applying a high-pass filter to the low-frequency image to perform high-pass filtering, highlight the high- frequency part of the image, retain detail information, and obtain a high-pass filtered image, and subtracting the high-pass filtered image from the original image to obtain an approximate image of high-frequency atmospheric effects (i.e., the second filtered settlement result); on this basis, merging the low-frequency and high-frequency images to obtain an image with atmospheric phase effects removed.

According to an embodiment of the invention, by filtering the second settlement result, the accuracy of interferometric measurement may be improved, the monitoring ability of surface deformation signals of the widened embankment may be enhanced, the spatial resolution of surface deformation may be improved, the reliability of time series analysis may be enhanced, and the influence of surface elevation changes may be reduced, thereby improving the accuracy and reliability of differential settlement monitoring of the target embankment.

According to an embodiment of the invention, meteorological monitoring equipment, 500988 such as weather radar, meteorological satellites, air quality monitoring equipment, thermometers, hygrometers, barometers, rain gauges, and anemometers, may be used to acquire meteorological data corresponding to the target embankment within a target time period, and the meteorological data may include temperature data, pressure data, and humidity data. By using a meteorological simulation model (such as the Weather

Research and Forecasting (WRF) model), meteorological delay data may be generated, and the second settlement result may be updated and optimized using the atmospheric delay data and the atmospheric correction rule to obtain the atmospheric-corrected settlement result.

According to an embodiment of the invention, by using the Weather Research and

Forecasting (WRF) model, mathematical relationships between meteorological variables may be established based on the monitored meteorological data, and atmospheric data such as temperature, humidity, pressure, and wind fields may be simulated to obtain a detailed description of the atmospheric field. Using the WRF simulation results, the atmospheric delay field at each time and each spatial point may be calculated, and the atmospheric delay field in the WRF simulation results may be registered with the second settlement result and spatially interpolated. This may be achieved through geographic coordinate transformation and interpolation algorithms to ensure spatial consistency and matching between the two, and the atmospheric correction of the second settlement result may be performed to obtain the atmospheric-corrected settlement result.

According to an embodiment of the invention, to ensure that the simulation results output by the meteorological simulation model and the image data use the same geographic coordinate system, the coordinate transformation rule (such as grid transformation and projection coordinate transformation) may be used to register the atmospheric delay data with the image data on the same spatial grid to generate the registration result; on this basis, interpolation methods (such as bilinear interpolation,

Kriging interpolation, and radial basis function interpolation (RBF)) may be used to register the atmospheric delay data in the WRF simulation results with the image data on the same spatial grid, and then the atmospheric-corrected settlement result may be generated.

According to an embodiment of the invention, the influence of atmospheric delay on the image data may be effectively removed, the spatial resolution of the data may be improved, the interpretation and analysis of surface deformation may be enhanced, and multi-source data fusion may be achieved, thereby more accurately obtaining the differential settlement result of the widened embankment.

According to an embodiment of the invention, there is a temporal relationship between the main image and the secondary image, and by comparing the differences between the two, surface changes may be revealed. The main image is the reference image in the time series, used for registering and matching other images; while the secondary image is relative to the main image and is acquired later than the main image.

The time interval between the main image and the secondary image, that is, NS 500988 maximum time interval (maximum time baseline) between two radar observations, may be determined according to the actual situation, and is not limited here. The preset processing rules may include pairing processing rules. The pairing processing rule is to pair the main image and the secondary image acquired at different time periods to generate interferometric image data pairs, and then the surface changes of the target embankment in different time periods may be captured based on the interferometric image data pairs with different time baselines.

In a feasible embodiment, the operation of pairing the first image data and the second image data to generate the initial interferometric image data pairs may include: selecting the secondary image from the image set with a suitable time baseline relative to the main image; and precisely registering the secondary image with the main image to ensure that the two images are aligned in space and time; then, the phase difference between the two images may be obtained through phase analysis methods (such as multi-look methods or frequency domain methods) to generate the interferometric image; the interferometric image is filtered and phase unwrapped to reduce noise and unwrap the phase; then, the filtered and phase-unwrapped interferometric image is combined with the main image to generate multiple initial interferometric image data pairs.

Fig. 4 shows a schematic diagram of the second monitoring device according to an embodiment of the invention, where FIG. 4(a) shows an overall schematic diagram of the second monitoring device, and FIG. 4(b) shows a schematic diagram of a connecting pipe.

As shown in Fig. 4(a), multiple second monitoring devices, such as hydraulic static level gauges 420, are connected in series using a connecting pipe 410 and connected to a liquid storage tank 430. Meteorological monitoring equipment 440 may be used to acquire meteorological data of the target embankment. As shown in Fig. 4(b), the connecting pipe 410 includes a liquid pipe 411, a gas pipe 412, and a wire pipe 413. Fig. 4(b) is a partial enlarged view of 410 in Fig. 4(a). The installation and setup process of multiple hydraulic static level gauges 420 monitoring points may include: along the target embankment section, when the widened embankment is shaped into a stepped slope, holes may be drilled into the embankment, and the hydraulic static level gauges 420 are buried inside the original embankment 451 after being debugged. The new embankment 452 is kept on the same plane, and the hydraulic static level gauges 420 are placed and buried. The first hydraulic static level gauge 421 is selected as the reference point and placed in a protective box outside the widened embankment.

Each hydraulic static level gauge 420 is connected through the liquid pipe 411, 93% 500988 pipe 412, and wire pipe 413 and then connected to the liquid storage tank 430.

During monitoring, the change in the relative elevation of the hydraulic static level gauge 420 relative to the reference point causes a change in liquid pressure, and the hydraulic static level gauge 420 converts this change into an electrical signal to provide measurement point data of the settlement monitoring point. A data acquisition component 460 is used to store, send, and subsequently process the measurement point data. A power supply component 470 may use a solar charging panel for autonomous power supply, and the solar charging panel may be set outside the widened embankment to store electrical energy for the equipment to use. It should be noted that the monitoring time of the image data and the measurement point data is consistent, and time synchronization may be achieved through the global positioning system.

Based on the above monitoring and processing method for differential settlement of widened embankments, the invention also provides a monitoring and processing device for differential settlement of widened embankments. The following will describe the device in detail with reference to Fig. 5.

Fig. 5 shows a structural block diagram of the monitoring and processing device for differential settlement of widened embankments according to an embodiment of the invention.

As shown in Fig. 5, the monitoring and processing device for differential settlement of widened embankments according to this embodiment includes a data acquisition module 510, a first settlement result determination module 520, an initial interferometric image data pair generation module 530, a target interferometric image data pair generation module 540, a second settlement result output module 550, and a third settlement result generation module 560.

The data acquisition module 510 is configured to acquire multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, where the target monitoring equipment includes a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment. In one embodiment, the data acquisition module 510 may be used to execute the operation S210 described above, and will not be repeated here.

The first settlement result determination module 520 is configured to determine a first 600988 settlement result based on the measurement point data. In one embodiment, the first settlement result determination module 520 may be used to execute the operation S220 described above, and will not be repeated here.

The initial interferometric image data pair generation module 530 is configured to process the multiple image data based on preset processing rules to generate initial interferometric image data pairs. In one embodiment, the initial interferometric image data pair generation module 530 may be used to execute the operation S230 described above, and will not be repeated here.

The target interferometric image data pair generation module 540 is configured to update the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, where the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs. In one embodiment, the target interferometric image data pair generation module 540 may be used to execute the operation S240 described above, and will not be repeated here.

The second settlement result output module 550 is configured to input the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment. In one embodiment, the second settlement result output module 550 may be used to execute the operation S250 described above, and will not be repeated here.

The third settlement result generation module 560 is configured to update the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment. In one embodiment, the third settlement result generation module 560 may be used to execute the operation

S260 described above, and will not be repeated here.

According to an embodiment of the invention, through the data acquisition module 510, the first settlement result determination module 520, the initial interferometric image data pair generation module 530, the target interferometric image data pair generation module 540, the second settlement result output module 550, and the third settlement result generation module 560 in the monitoring and processing device for differential settlement of widened embankments, by using ground monitoring equipment and satellite monitoring equipment to conduct all-weather and full-section continuous monitoring of the widened embankment to obtain multi-temporal image data and full-section measurement point data,

and generating a first settlement result and initial interferometric image data pairs 500988 thereby updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs with a higher coherence degree value, thereby reducing the amount of interferometric image data pairs while improving the data quality of the interferometric image data pairs, reducing system resource consumption, and using the refined target interferometric image data pairs and a settlement prediction model to obtain a second settlement result, and further updating and optimizing the second settlement result based on a second update rule and the first settlement result to finally obtain a third settlement result, where the third settlement result is based on multi-dimensional and multi-temporal monitoring results from different monitoring equipment, thereby improving the accuracy of the monitoring results.

According to an embodiment of the invention, the target interferometric image data pair generation module includes: a data acquisition sub-module, an offset value determination sub-module, and a target interferometric image data pair generation sub- module.

The data acquisition sub-module is configured to acquire ground range data and reference data corresponding to the initial interferometric image data pairs, where the ground range data represents distance data between surface feature points of the target embankment and the first monitoring device, and the reference data represents elevation data of the surface feature points of the target embankment.

The offset value determination sub-module is configured to determine an offset value of the initial interferometric image data pairs based on the ground range data and the reference data.

The target interferometric image data pair generation sub-module is configured to update the initial interferometric image data pairs based on the offset value and the first update rule to generate the target interferometric image data pairs.

According to an embodiment of the invention, the second settlement result output module includes: a target baseline data pair selection sub-module and a second settlement result generation sub-module.

The target baseline data pair selection sub-module is configured to select target baseline data pairs from the target interferometric image data pairs based on a preset screening rule.

The second settlement result generation sub-module is configured to input the target 500988 baseline data pairs into the settlement monitoring model to generate the second settlement result corresponding to the target embankment.

According to an embodiment of the invention, the second update rule includes an atmospheric correction rule and a geocoding rule; where the third settlement result generation module includes: an atmospheric-corrected settlement result generation sub- module, a mapped settlement result generation sub-module, and a third settlement result generation sub-module.

The atmospheric-corrected settlement result generation sub-module is configured to update the second settlement result based on the atmospheric correction rule to generate an atmospheric-corrected settlement result.

The mapped settlement result generation sub-module is configured to map the atmospheric-corrected settlement result to a target coordinate system based on the geocoding rule to generate a mapped settlement result.

The third settlement result generation sub-module is configured to update the mapped settlement result using the first settlement result to generate the third settlement result corresponding to the target embankment.

According to an embodiment of the invention, the second update rule further includes a filtering rule; the third settlement result generation module further includes: a filtered settlement result generation sub-module and a second settlement result generation sub- module.

The filtered settlement result generation sub-module is configured to filter the second settlement result using the filtering rule to generate a first filtered settlement result and a second filtered settlement result before updating the second settlement result based on the atmospheric correction rule to generate the atmospheric-corrected settlement result.

The second settlement result generation sub-module is configured to merge the first filtered settlement result and the second filtered settlement result to generate a filtered second settlement result before updating the second settlement result based on the atmospheric correction rule to generate the atmospheric-corrected settlement result.

According to an embodiment of the invention, the atmospheric-corrected settlement result generation sub-module includes: a meteorological data acquisition unit, an atmospheric delay data generation unit, and an atmospheric-corrected settlement result generation unit.

The meteorological data acquisition unit is configured to acquire meteorological data 500988 corresponding to the target embankment within a target time period using a meteorological monitoring device.

The atmospheric delay data generation unit is configured to generate atmospheric delay data corresponding to the target embankment based on the meteorological data and a meteorological simulation model.

The atmospheric-corrected settlement result generation unit is configured to update the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result.

According to an embodiment of the invention, the meteorological data includes temperature data, pressure data, and humidity data; where the atmospheric delay data generation unit includes: a simulation result output sub-unit and an atmospheric delay data determination sub-unit.

The simulation result output sub-unit is configured to input the temperature data, pressure data, and humidity data corresponding to the target embankment within the target time period into the meteorological simulation model to output a simulation result corresponding to the meteorological data.

The atmospheric delay data determination sub-unit is configured to determine the atmospheric delay data corresponding to the target embankment based on the simulation result.

According to an embodiment of the invention, the atmospheric correction rule includes a coordinate transformation rule and an interpolation algorithm; where updating the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result includes: registering the atmospheric delay data with the second settlement result data in the target coordinate system based on the coordinate transformation rule to generate a registration result; and performing interpolation processing on the registration result using the interpolation algorithm to generate the atmospheric-corrected settlement result.

According to an embodiment of the invention, the initial interferometric image data pair generation module includes: an image data selection sub-module and an initial interferometric image data pair generation sub-module.

The image data selection sub-module is configured to select first image data and second image data from the multiple image data, where the first image data and the second image data are aligned in time and space dimensions.

The initial interferometric image data pair generation sub-module is configured to Pair 500988 the first image data and the second image data based on the preset processing rules to generate the initial interferometric image data pairs.

According to an embodiment of the invention, any number of modules among the data acquisition module 510, the first settlement result determination module 520, the initial interferometric image data pair generation module 530, the target interferometric image data pair generation module 540, the second settlement result output module 550, and the third settlement result generation module 560 may be combined into one module, or any one module may be split into multiple modules. Alternatively, at least part of the functions of one or more of these modules may be combined with at least part of the functions of other modules and implemented in one module. According to an embodiment of the invention, at least one of the data acquisition module 510, the first settlement result determination module 520, the initial interferometric image data pair generation module 530, the target interferometric image data pair generation module 540, the second settlement result output module 550, and the third settlement result generation module 560 may be at least partially implemented as a hardware circuit, such as a field- programmable gate array (FPGA), a programmable logic array (PLA), a system on chip, a system on substrate, a system on package, an application-specific integrated circuit (ASIC), or any other reasonable way of integrating or packaging circuits, or may be implemented in software, hardware, and firmware, or any appropriate combination thereof.

Alternatively, at least one of the data acquisition module 510, the first settlement result determination module 520, the initial interferometric image data pair generation module 530, the target interferometric image data pair generation module 540, the second settlement result output module 550, and the third settlement result generation module 560 may be at least partially implemented as a computer program module, and when the computer program module is executed, the corresponding functions may be performed.

As shown in Fig. 6, the electronic device according to an embodiment of the invention includes a processor 601, which may execute various appropriate actions and processing according to programs stored in a read-only memory (ROM) 602 or programs loaded from a storage part 608 to a random access memory (RAM) 603.

The processor 601 may include, for example, a general-purpose microprocessor oq. (such as a CPU), an instruction set processor, and/or related chip sets and/or a special- purpose microprocessor (such as an application-specific integrated circuit (ASIC)). The processor 601 may also include on-board memory for caching purposes.

The processor 601 may include a single processing unit or multiple processing units for executing different actions of the method flow according to the embodiments of the invention.

In the RAM 603, various programs and data required for the operation of the electronic device 600 are stored. The processor 601, the ROM 602, and the RAM 603 are connected to each other through a bus 604. The processor 601 executes the programs in the ROM 602 and/or the RAM 603 to perform various operations of the method flow according to the embodiments of the invention. It should be noted that the programs may also be stored in one or more memories other than the ROM 602 and the

RAM 603. The processor 601 may also execute the programs stored in the one or more memories to perform various operations of the method flow according to the embodiments of the invention.

According to an embodiment of the invention, the electronic device 600 may further include an input/output (1/0) interface 605, which is also connected to the bus 604. The electronic device 600 may further include one or more of the following components connected to the input/output (1/0) interface 605: an input part 606 including a keyboard, a mouse, etc.; an output part 607 including a cathode ray tube (CRT), a liquid crystal display (LCD), a speaker, etc.; a storage part 608 including a hard disk, etc.; and a communication part 609 including a network interface card such as a LAN card, a modem, etc. The communication part 609 performs communication processing via a network such as the Internet. A drive 610 is also connected to the input/output (I/O) interface 605 as needed. A removable medium 611, such as a magnetic disk, an optical disk, a magneto- optical disk, a semiconductor memory, etc, is installed on the drive 610 as needed, so that a computer program read therefrom is installed into the storage part 608 as needed.

The invention also provides a computer-readable storage medium, which may be included in the device/apparatus/system described in the above embodiments; or may exist alone without being assembled into the device/apparatus/system. The above computer-readable storage medium carries one or more programs, and when the one or more programs are executed, the method according to the embodiments of the invention is implemented.

According to an embodiment of the invention, the computer-readable storage 500988 medium may be a non-transitory computer-readable storage medium, for example, may include, but is not limited to: a portable computer disk, a hard disk, a random access memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), a portable compact disk read-only memory (CD-

ROM), an optical storage device, a magnetic storage device, or any suitable combination of the above. In the invention, the computer-readable storage medium may be any tangible medium that contains or stores a program, and the program may be used by or in combination with an instruction execution system, apparatus, or device. For example, according to an embodiment of the invention, the computer-readable storage medium may include the ROM 602 and/or the RAM 603 and/or one or more memories other than the ROM 602 and the RAM 603 described above.

The embodiments of the invention also include a computer program product, which includes a computer program, and the computer program contains program code for executing the method shown in the flowchart. When the computer program product runs in a computer system, the program code is used to cause the computer system to implement the monitoring and processing method for differential settlement of widened embankments provided by the embodiments of the invention.

When the computer program is executed by the processor 601, the functions defined in the system/apparatus of the embodiments of the invention are executed. According to an embodiment of the invention, the systems, devices, apparatuses, modules, units, etc. described above may be implemented by computer program modules.

In one embodiment, the computer program may be carried on a tangible storage medium such as an optical storage device, a magnetic storage device, etc. In another embodiment, the computer program may also be transmitted and distributed in the form of a signal on a network medium, and downloaded and installed through the communication part 609, and/or installed from the removable medium 611. The program code contained in the computer program may be transmitted using any appropriate network medium, including but not limited to: wireless, wired, etc., or any suitable combination of the above.

In such an embodiment, the computer program may be downloaded and installed 500988 from the network through the communication part 609, and/or installed from the removable medium 611. When the computer program is executed by the processor 601, the functions defined in the system of the embodiments of the invention are executed.

According to an embodiment of the invention, the systems, devices, apparatuses, modules, units, etc. described above may be implemented by computer program modules.

According to an embodiment of the invention, the program code for executing the computer program provided by the embodiments of the invention may be written in any combination of one or more programming languages, specifically, high-level procedural and/or object-oriented programming languages, and/or assembly/machine languages may be used to implement these computing programs. Programming languages include, but are not limited to, Java, C++, Python, "C" language, or similar programming languages. The program code may be executed entirely on the user's computing device, partly on the user's device, partly on a remote computing device, or entirely on a remote computing device or server. In the case of a remote computing device, the remote computing device may be connected to the user's computing device through any kind of network, including a local area network (LAN) or a wide area network (WAN), or may be connected to an external computing device (for example, through an Internet service provider using the Internet).

The flowcharts and block diagrams in the drawings illustrate the possible architecture, functions, and operations of the systems, methods, and computer program products according to various embodiments of the invention. In this regard, each block in the flowchart or block diagram may represent a module, program segment, or part of code, and the module, program segment, or part of code contains one or more executable instructions for implementing the specified logical functions. It should also be noted that, in some alternative implementations, the functions marked in the blocks may also occur in a different order from the order marked in the drawings. For example, two blocks shown in succession may actually be executed substantially in parallel, or they may sometimes be executed in the reverse order, depending on the functions involved. It should also be noted that each block in the block diagrams or flowcharts, and combinations of blocks in the block diagrams or flowcharts, may be implemented by a dedicated hardware-based system that performs the specified functions or operations, or by a combination of dedicated hardware and computer instructions.

Those skilled in the art may understand that the features recorded in the various 00988 embodiments and/or claims of the invention may be combined and/or combined in various ways, even if such combinations or combinations are not explicitly recorded in the invention.

In particular, without departing from the spirit and teachings of the invention, the features recorded in the various embodiments and/or claims of the invention may be combined and/or combined in various ways. All such combinations and/or combinations fall within the scope of the invention.

The above describes the embodiments of the invention. However, these embodiments are for illustrative purposes only and are not intended to limit the scope of the invention. Although the various embodiments are described separately above, this does not mean that the measures in the various embodiments may not be used in combination. The scope of the invention is defined by the appended claims and their equivalents. Without departing from the scope of the invention, those skilled in the art may make various substitutions and modifications, and these substitutions and modifications should fall within the scope of the invention.

Claims

CLAIMS LU600988

1. A monitoring and processing method for differential settlement of widened embankments, characterized in that the method comprises: acquiring multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, wherein the target monitoring equipment comprises a first monitoring device and a second monitoring device, and the measurement point data represents cross-sectional measurement point settlement data corresponding to the target embankment; determining a first settlement result based on the measurement point data; processing the multiple image data based on preset processing rules to generate initial interferometric image data pairs; updating the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, wherein the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs; inputting the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment; and updating the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.

2. The method according to claim 1, characterized in that updating the initial interferometric image data pairs based on the first update rule to generate the target interferometric image data pairs comprises: acquiring ground range data and reference data corresponding to the initial interferometric image data pairs, wherein the ground range data represents distance data between surface feature points of the target embankment and the first monitoring device, and the reference data represents elevation data of the surface feature points of the target embankment; determining an offset value of the initial interferometric image data pairs based on the ground range data and the reference data; and updating the initial interferometric image data pairs based on the offset value and the first update rule to generate the target interferometric image data pairs.

3. The method according to claim 1, characterized in that inputting the target 500988 interferometric image data pairs into the settlement monitoring model to output the second settlement result corresponding to the target embankment comprises: selecting target baseline data pairs from the target interferometric image data pairs based on a preset screening rule; and inputting the target baseline data pairs into the settlement monitoring model to generate the second settlement result corresponding to the target embankment.

4. The method according to claim 1, characterized in that the second update rule comprises an atmospheric correction rule and a geocoding rule; wherein updating the second settlement result based on the second update rule and the first settlement result to generate the third settlement result corresponding to the target embankment comprises: updating the second settlement result based on the atmospheric correction rule to generate an atmospheric-corrected settlement result; mapping the atmospheric-corrected settlement result to a target coordinate system based on the geocoding rule to generate a mapped settlement result; and updating the mapped settlement result using the first settlement result to generate the third settlement result corresponding to the target embankment.

5. The method according to claim 4, characterized in that the second update rule comprises a filtering rule; wherein updating the second settlement result based on the atmospheric correction rule to generate the atmospheric-corrected settlement result further comprises: filtering the second settlement result using the filtering rule to generate a first filtered settlement result and a second filtered settlement result; and merging the first filtered settlement result and the second filtered settlement result to generate a filtered second settlement result.

6. The method according to claim 4, characterized in that updating the second settlement result based on the atmospheric correction rule to generate the atmospheric- corrected settlement result comprises: acquiring meteorological data corresponding to the target embankment within a target time period using a meteorological monitoring device;

generating atmospheric delay data corresponding to the target embankment based, 1098s on the meteorological data and a meteorological simulation model; and updating the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result.

7. The method according to claim 6, characterized in that the meteorological data comprises temperature data, pressure data, and humidity data; wherein generating the atmospheric delay data corresponding to the target embankment based on the meteorological data and the meteorological simulation model comprises: inputting the temperature data, pressure data, and humidity data corresponding to the target embankment within the target time period into the meteorological simulation model to output a simulation result corresponding to the meteorological data; and determining the atmospheric delay data corresponding to the target embankment based on the simulation result.

8. The method according to claim 7, characterized in that the atmospheric correction rule comprises a coordinate transformation rule and an interpolation algorithm; wherein updating the second settlement result based on the atmospheric delay data and the atmospheric correction rule to generate the atmospheric-corrected settlement result comprises: registering the atmospheric delay data with the second settlement result data in the target coordinate system based on the coordinate transformation rule to generate a registration result; and performing interpolation processing on the registration result using the interpolation algorithm to generate the atmospheric-corrected settlement result.

9. The method according to claim 1, characterized in that processing the multiple image data based on the preset processing rules to generate the initial interferometric image data pairs comprises: selecting first image data and second image data from the multiple image data, wherein the first image data and the second image data are aligned in time and space dimensions; and pairing the first image data and the second image data based on the preset processing rules to generate the initial interferometric image data pairs.

10. A monitoring and processing device for differential settlement of widened 500988 embankments, characterized in that the device comprises:

a data acquisition module, configured to acquire multiple image data and measurement point data corresponding to a target embankment using target monitoring equipment, wherein the target monitoring equipment comprises a first monitoring device and a second monitoring device, and the measurement point data represents cross- sectional measurement point settlement data corresponding to the target embankment;

a first settlement result determination module, configured to determine a first settlement result based on the measurement point data;

an initial interferometric image data pair generation module, configured to process the multiple image data based on preset processing rules to generate initial interferometric image data pairs;

a target interferometric image data pair generation module, configured to update the initial interferometric image data pairs based on a first update rule to generate target interferometric image data pairs, wherein the coherence degree value of the target interferometric image data pairs is greater than that of the initial interferometric image data pairs;

a second settlement result output module, configured to input the target interferometric image data pairs into a settlement monitoring model to output a second settlement result corresponding to the target embankment; and a third settlement result generation module, configured to update the second settlement result based on a second update rule and the first settlement result to generate a third settlement result corresponding to the target embankment.