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1. Static GPS Baseline. A Static GPS Baseline is a technique used to determine accurate coordinates for survey points. Baseline measurements achieve this by recording GPS observations over time, then processing that data to provide the most accurate result.

Elevation calibrated by GPS is accurate to +/-400 feet with a strong GPS signal. Elevation is determined by the device acquiring a GPS signal, while maps will provide elevation information based on survey data. GPS elevation readings may be different than elevations on maps or marked on trails and roads.

The technique works by using two GPS receivers. These receivers are placed at each end of a line to be measured. The receivers then collect GPS data simultaneously for at least 20 minutes — the exact duration of the observation period varies based on how long the line is and how accurate the measurements need to be.

When processed through OPUS, static surveys have a maximum accuracy of ~1–2 cm, depending on the quality and length of data collection. This is most comparable to accuracies achievable by PPK systems with long baselines, but in general PPK surveys are recommended if a local base station with short baseline is possible.

In normal conditions the achieved accuracies of height differences are under 5 mm for baselines up to 5 km, and under 8 mm for baselines up to 15 km. In this way the reduced scheme of observation in dyads/triplets offers significant advantages over the usual standard observing scenarios.

Usually written on a standard form, these field notes provide a written record of the measurements, times, equipment, and other data that explains what actually occurred during the observation itself.

Static GPS survey procedures allow various systematic errors to be resolved when high-accuracy positioning is required. Static procedures are used to produce baselines between stationary GPS units by recording data over an extended period of time during which the satellite geometry changes.

The accuracy obtained from this method depends on the duration of the observations, but is typically about 1 part per million (1 millimetre per kilometre) so a difference in position can be measured over 30 kilometres with an uncertainty of about 30 mm, or about 100 mm over 100 kilometres.

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© Copyright 1997-2025
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Form Packages
Adoption
Bankruptcy
Contractors
Divorce
Home Sales
Employment
Identity Theft
Incorporation
Landlord Tenant
Living Trust
Name Change
Personal Planning
Small Business
Wills & Estates
Packages A-Z
Form Categories
Affidavits
Bankruptcy
Bill of Sale
Corporate - LLC
Divorce
Employment
Identity Theft
Internet Technology
Landlord Tenant
Living Wills
Name Change
Power of Attorney
Real Estate
Small Estates
Wills
All Forms
Forms A-Z
Form Library
Customer Service
Terms of Service
DMCA Policy
About Us
Blog
Affiliates
Contact Us
Privacy Notice
Delete My Account
Site Map
Industries
Forms in Spanish
Localized Forms
State-specific Forms
Forms Kit
Legal Guides
Real Estate Handbook
All Guides
Prepared for You
Notarize
Incorporation services
Our Customers
For Consumers
For Small Business
For Attorneys
Our Sites
US Legal Forms
USLegal
FormsPass
pdfFiller
signNow
airSlate workflows
DocHub
Instapage
Social Media
Call us now toll free:
1-877-389-0141
As seen in:
  • USA Today logo picture
  • CBC News logo picture
  • LA Times logo picture
  • The Washington Post logo picture
  • AP logo picture
  • Forbes logo picture
© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232