12 results about "Site model" patented technology

Processes and systems for identifying and mitigating threats to critical assets leverage interactive 3D modeling systems, such as gaming engines, to generate customized interactive 3D critical asset site models that provide interactive visual displays of multiple potential threats, multiple potential mitigation measures, and the effectiveness of the each of the potential threat mitigation features with respect to protecting existing and future critical assets and / or critical asset sites.

The application discloses a GNSS thermal-elastic deformation estimation method based on a layered full-spectrum finite element model, which constructs a thermal-elastic coupling finite element model of a multi-layer medium of "shallow soil-deep bedrock", uses reanalysis soil temperature data with a resolution of 6 hours as temperature forcing, carries out site modeling in combination with site layered parameters (such as thermal / mechanical parameters and thickness of soil and bedrock), and adopts multi-UTC time solving and vector averaging to inhibit time sequence bias caused by fixed UTC sampling; in numerical solving, diurnal, seasonal to interannual full-band thermal-elastic responses are solved by explicit analysis, and the vertical displacement estimation sequence of the GNSS site and the correction field are output, so that the method is used for non-structure signal separation and precision improvement of the GNSS coordinate time sequence, and has global promotion and engineering application feasibility.

This invention discloses an intelligent layout system for the installation of exterior wall composite panels, relating to the field of intelligent construction technology. It collects building facade information to generate a structured digital twin model of the building site; matches the site model with historical construction digital twin models based on feature fingerprint similarity, extracting an initial intelligent layout model from the graph neural network architecture of the matching cases; analyzes the differences between the site model and the historical models and encodes them as adjustment instructions for the model input graph structure; performs transfer learning on the initial model, focusing on optimizing the difference areas, to obtain an optimized intelligent layout model; acquires site environmental data, combines it with a built-in physical and process knowledge base, drives the optimized model to generate multiple candidate schemes and perform construction feasibility simulations, outputting multi-dimensional construction scores for each scheme; compares the multi-dimensional construction scores and outputs the optimal layout scheme, solving the problems of traditional layout methods being unable to handle complex structures, ignoring environmental factors, and lacking reusable experience.

Processes and systems for identifying and mitigating threats to existing critical assets leverage interactive 3D modeling systems, such as gaming engines, to generate customized interactive 3D critical asset site models that provide interactive visual displays of multiple potential threats, multiple potential mitigation measures, and the effectiveness of the each of the potential threat mitigation features with respect to protecting existing and future critical assets and / or critical asset sites.

Disclosed by the present disclosure is a method for obtaining key parameters for pollutant transportations under coupling effects of temperature and hydrodynamics based on a site scale. The method is to obtain the permeability parameters, thermal conductivity, and dispersion coefficient of the contaminated sites based on multi field coupling numerical simulations of hydrodynamic field-temperature field-concentration field. The transportation parameters for pollutants on the site are key indicators for the investigations and treatments of organic pollution on the site. The method as illustrated in the present disclosure includes establishing a water-thermal-salt coupling model for organic contaminated sites according to site drilling data and site physical test results in the early stage, performing multiple field coupling numerical inversion according to the site model in combination with multi-party data, adjusting the model parameters through manual trial and error method to improve model accuracy and obtaining the optimal model.

The application discloses a parameterized power transmission line tension field site arrangement simulation method and equipment, combines an interpolation method and a shape finding analysis method to perform structural characterization on extracted nodes, and performs parameterized modeling according to the characterized structure, and further obtains a tension field site model, the tension field site model accurately feeds back the shape of the tension field, and meanwhile, accurately feeds back the interaction relationship between each machine and each structure, provides an accurate, stable and consistent tension field site model with a construction site for subsequent tension field site simulation; arrangement simulation parameters after construction verification are input into a tension field site migration model again for cyclic processing until optimal arrangement simulation parameters are generated, the optimal arrangement simulation parameters are used as optimal tension field site construction parameters and are subjected to construction, and the problems that local engineering calculation is performed on the parameters by means of manual work, the calculation result is not standardized, and meanwhile, the positions of dangerous points in the tension field site arrangement cannot be accurately estimated are solved.

The application belongs to the technical field of power system construction and mechanized construction technology, and specifically relates to a power transmission mechanized construction simulation analysis method based on GIM and related products, which comprises the following steps: collecting GIM model data, satellite image data and laser radar data of a construction area; collecting equipment parameter data of construction engineering machinery; combining the GIM model data, satellite image data and laser radar data to construct a construction site model; constructing a mechanical equipment model according to the equipment parameter data; determining path planning and equipment scheduling through the construction site model and the mechanical equipment model, and loading them to a simulation platform to simulate the construction process; through three-dimensional visualization and simulation analysis of the construction site, construction managers can intuitively understand the construction progress and potential risks and make timely adjustment decisions. At the same time, automatic data analysis and optimization suggestions reduce manual intervention, improve the accuracy and reliability of the analysis.

The application relates to the technical field of geological disaster monitoring and early warning, and discloses a schist reservoir area slope damage intelligent early warning and prevention and control system and method, which comprises a data fusion and knowledge base construction module, an intelligent early warning analysis module, a cloud-edge collaborative deployment platform and a prevention and control decision support module. The data fusion and knowledge base construction module accesses multi-source engineering data and runs a Bayesian updating algorithm, calculates and updates a slope damage mechanism knowledge base. The intelligent early warning analysis module executes logical operation by using a hybrid early warning model coupled by a chain physical criterion and an artificial intelligence time series prediction network, and outputs an early warning signal. The cloud-edge collaborative deployment platform executes on-site model reasoning and cloud iteration training. The prevention and control decision support module matches a disposal plan after receiving the early warning signal, and transmits feedback data of on-site disposal back to the corresponding module. The application realizes early identification driven by mechanism and data, and completes self-adaptive calibration and logic evolution of system parameters through a disaster prevention experience closed-loop feedback mechanism.

The present application relates to the technical field of dynamic monitoring, and more particularly to a dynamic monitoring method based on slope vegetation disturbance in a hydropower engineering construction area, comprising: scanning a to-be-monitored slope, establishing a slope site model, and dividing the slope site model into a plurality of equal-volume standard units; dividing the area corresponding to each to-be-monitored vegetation to form a slope unit corresponding to the to-be-monitored vegetation; standardizing the slope model by modeling the slope and dividing the slope into a plurality of standard units, incorporating the to-be-monitored vegetation into a slope unit by using the standardized model, and confirming the disturbance of the slope model according to the construction action; by using the above method, the slope model and the actual scene can be quantitatively analyzed, and the area that will be affected by the vegetation can be marked, thereby effectively improving the accuracy of the slope vegetation affected by the construction state while effectively improving the pertinence of monitoring the slope vegetation affected by the construction state.

Processes and systems for identifying and mitigating threats to proposed critical assets leverage interactive 3D modeling systems, such as gaming engines, to generate customized interactive 3D critical asset site models that provide interactive visual displays of multiple potential threats, multiple potential mitigation measures, and the effectiveness of the each of the potential threat mitigation features with respect to protecting existing and future critical assets and / or critical asset sites.