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  6. [Technical Information] Differences between Virtual Point Method and Surface Correction Method

[Technical Information] Differences between Virtual Point Method and Surface Correction Method

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last updated:Feb 13, 2018

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The virtual point method distributes virtual reference point data! The surface correction method distributes correction information from the reference station!

I will introduce the differences between the "virtual point method" and the "surface correction method." These two methods differ in the content of the data they deliver. The "virtual point method" transmits observation data and correction information from virtual reference points. The "surface correction method" transmits correction information from reference stations and surface correction parameters. *For more details, please refer to the PDF document or feel free to contact us.*

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[Technical Information] Differences between Virtual Point Method and Surface Correction Method

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  • Related Link - http://www.jenoba.jp/technical/index/g01003/

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**Features** ■ Virtual Point Method - Receives observation data of virtual points and correction parameters from the reference station via Genova - Conducts baseline analysis using data from virtual points and data observed by the receiver - Real-time positioning ■ Surface Correction Method - Receives correction data from the reference station and surface correction parameters via Genova - Performs linear interpolation of the received correction information with the receiver's observation data for error correction - Real-time positioning *For more details, please refer to the PDF document or feel free to contact us.*

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【Uses】 ■Reference point measurement ■Topographic survey ■Route/cross-section, river/depth, land/boundary ■Foundation survey/single parcel survey ■Piling ■Aerial survey, etc. *For more details, please refer to the PDF document or feel free to contact us.

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[Technical Information] Differences Between Virtual Point Method and Surface Correction Method

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I will introduce the differences between the "virtual point method" and the "surface correction method." These two methods differ in the content of the data they deliver. The "virtual point method" provides observation data and correction information for virtual reference points, while the "surface correction method" delivers correction information from reference stations and surface correction parameters. You can find more details in related products and catalogs.

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Genova Corporation is a company that provides high-precision location information services using GNSS satellites. Currently, applications utilizing network-based RTK (Real-Time Kinematic) are expanding. Our high-precision positioning data services are used in numerous fields, including autonomous driving, precision agriculture, i-Construction/ICT construction, UAVs, general surveying, civil engineering, investigation work, land and building surveying, and archaeological research.

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