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I𝗻𝘁𝗿𝗼𝗱𝘂𝗰𝗶𝗻𝗴 𝘁𝗵𝗲 𝗦𝟴𝟱𝟬 𝗚𝗡𝗦𝗦 𝗥𝗲𝗰𝗲𝗶𝘃𝗲𝗿! Stonex announces the launch of the #new S850 GNSS Receiver. This compact and modern device is designed for precision surveying in various environments. It features an Inertial Measurement Unit (IMU) that compensates for pole tilt up to 60°, powered by a robust 13400 mAh lithium battery for extended use. Additionally, its high-powered 2W radio ensures reliable long-distance data transmission. 𝗣𝗲𝗿𝗳𝗲𝗰𝘁 𝗳𝗼𝗿: • 𝗖𝗼𝘀𝘁-𝗖𝗼𝗻𝘀𝗰𝗶𝗼𝘂𝘀 𝗣𝗿𝗼𝗳𝗲𝘀𝘀𝗶𝗼𝗻𝗮𝗹𝘀: Performance meets affordability. • 𝗕𝗮𝘀𝗲 𝗦𝘁𝗮𝘁𝗶𝗼𝗻 𝗨𝘀𝗲𝗿𝘀: Reliable radio connectivity for efficient workflows. • 𝗗𝗿𝗼𝗻𝗲 𝗜𝗻𝘁𝗲𝗴𝗿𝗮𝘁𝗶𝗼𝗻: Elevate your aerial mapping and surveying. • 𝗖𝗼𝗻𝘀𝘁𝗿𝘂𝗰𝘁𝗶𝗼𝗻 𝗧𝗲𝗮𝗺𝘀: Built tough for challenging environments. 𝑳𝒆𝒂𝒓𝒏 𝒎𝒐𝒓𝒆 𝒇𝒐𝒓 𝒎𝒐𝒓𝒆 𝒅𝒆𝒕𝒂𝒊𝒍𝒔 https://lnkd.in/dwnEA8Vu #Stonex #Stonexpositioning #StonexS850 #S850 #GNSS #GPSReceiver #GNSSReceiver #Survey #Surveyor #Surveylife #SurveyingLife #GPSDevice #Rilievo #Topografia #Topography #Satellite #Compact #HighPrecision #IMU

TUESDAY's TIP with #APGLOS #Survey #Wizard HOW TO CHANGE THE HEIGHT OF THE ANTENNA in 3 simple steps STEP 1 - Click on CONNECT Icon STEP 2 - Click on first option CONNECT STEP 3 - This action opens up menu for Antenna, where you can type in the height. ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ ⭐ Antenna height is not always the height of the #GPS rod alone. Some #GNSS receivers have an ARP that is not equal to 0. The ARP* is the Antenna Reference Point. It is normally the distance between the antenna in the GNSS receiver and the bottom of the GNSS receiver. Some GNSS receivers calculate the position of the bottom of the GNSS receiver. For more info on the ARP of your GNSS receiver check with the dealer of your GNSS receiver. ARP* is the Antenna Reference Point is above the Antenna Height line, 'Auto.' The GNSS receivers already included in the software will know the ARP. The height is normally the weakest coordinate - so paying attention to the actual Antenna Height & ARP can help. Pls note - Previously Antenna Height used to be under 'Other Settings.' #mapping #landsurveying #geodesy #gis #grids #innovation #technology #branding #dealers #software #topography #terrain #students #practicalskills #outdoors Hanno Kant R Woering Herco Bastiaans Tammy Aalto Jan van den Brandt Ali Abdollahi Pieter-Willem Groot General Laser Gelan Detectiesystemen Gottlieb Nestle GmbH KNMI - Royal Netherlands Meteorological Institute Bad Elf, LLC SatLab Inertial Labs, Inc. E38 Survey Solutions Mircea Simoiu Ian Cheng Leyton Yip catur aries rokhmana

The EFIX F6 is a compact, lightweight GNSS receiver, weighs only 450g. Learn more:  https://lnkd.in/gqt8snD9 #efixgnss #visionrtk #3dmodeling #surveying #mapping#buildingconstruction #roadconstruction #EFIX #survey#surveyor #gnss #gps #rtk #landsurvey #landsurveying#landsurveyor #geodesia #geograph #Stakeout#GNSSRTK#Geospatial #Construction #CAD #AR

Is sub-centimetre accuracy realistic for a GNSS topo Survey? Here we tested the Trimble Geospatial R12i GNSS positioning against the Trimble S7 total station, using Integrated Surveying and a tripod to stabilise the pole while measuring the same points with both systems. The accuracy of less than a centimetre horizontal and vertical error from a quick GNSS measurement offers a viable option to total station measurement for many project requirements. - GNSS points are 5-second observations. - Total station points are single face measurements. - Total station fixed points measured with mini-prism (100 mm prism height). - Fixed points were established with the average of two GNSS observed control points, with the pole rotated 180° between the 30-second observations to reduce the effects of any equipment imbalances. As ever, the project and environmental conditions should be suitable for GNSS measurements, and the accuracy feedback in Trimble Access should be observed. #surveying #vermessung #rtk #gnss #trimbleS7 #TrimbleR12i #TrimbleAccess #workflow #productivity #geospatial

Introducing the EFIX F6 Compact Palm-Size Vision IMU-RTK GNSS + IMU + Vision: Boost Stakeout Efficiency by 50% ● 450 g Only: 40% lighter, 50% smaller. ● 1608-Channel GNSS: Full-Star technology for faster RTK. ● 50% Faster Staking: Real-time AR vision stakeout. ● Integrated 4D AUTO-IMU: Ensures continuous accuracy. ● High-Capacity Li-ion Battery: Delivers up to 17 hours of operation. ● eField Software: Empowers engineering and construction fieldwork. Learn more: https://lnkd.in/gqt8snD9 #EFIX #F6PalmVisualRTK #GNSS #GPS #RTK #Stakeout #Survey #GNSSRTK #Geospatial #Construction #CAD #AR #surveyor #landsurvey #landsurveying #landsurveyor #geodesia #geograph

TOKNAV T30 GNSS Receiver. (Laser measurement+AR stakeout in 1 receiver) Achieve unparalleled geospatial accuracy with the TOKNAV T30 GNSS receiver, perfect for all your surveying needs. #gnss #gps #geospatial #survey #toknav #topograf #surveyor #surveylife #geodesy

Some common steps and considerations for using a GNSS (Global Navigation Satellite System) receiver in land surveying. 1. **Understanding GNSS**: GNSS refers to a system of satellites that provide geospatial positioning data. Common systems include GPS (Global Positioning System) and GLONASS (Global Navigation Satellite System). Understanding how GNSS works and its accuracy is essential. 2. **Calibration and Setup**: Before using a GNSS receiver, ensure that it is calibrated correctly and set up according to manufacturer guidelines. This includes factors like antenna height, receiver settings, and satellite constellations to use. 3. **RTK Corrections**: Real-Time Kinematic (RTK) corrections are essential for achieving centimeter-level accuracy in land surveying with GNSS. Make sure to have a reliable RTK correction source to improve the accuracy of your measurements. 4. **Data Collection**: When collecting data using a GNSS receiver, ensure that you have a clear view of the sky to receive signals from satellites. Account for factors like multipath interference, obstructions, and satellite geometry to ensure accurate data. 5. **Post-Processing**: Depending on your survey requirements, you may need to post-process your GNSS data to improve accuracy further. This involves correcting errors and aligning data with known control points. 6. **Data Integration**: GNSS data collected with the receiver can be integrated with Geographic Information Systems (GIS) software for mapping and analysis. Ensure that your data is compatible with the software you intend to use. 7. **Quality Control**: Regularly perform quality control checks to ensure that your GNSS receiver is functioning correctly and providing accurate data. Check for signal strength, satellite visibility, and other factors that can affect data quality. Remember, using a GNSS receiver in land surveying requires both technical knowledge and practical experience. Stay updated with the latest advancements in GNSS technology and techniques to make the most of your surveying efforts. #totalstation #geomax #surveyors #maldives

Actually, as much as we want to believe, this is simply not true. The R12i GNSS instrument specifications state the RTK vertical is 15mm (presumably) at one sigma - this is 30mm (3CM=0.09') at two sigma with 10% of the measurements falling outside of the 30mm. Trimble has a vested interest in making and advertising these instruments as accurate as possible. If their tens of millions of epochs of testing could report better accuracy, they certainly would do so. A couple of parking lot shots is meaningless as to restating Trimble's testing to determine their specifications. Take Trimble's word for it before you get sued for negligence and have to write a check for damages. Check out OC CLSA videos, video 4, for more information: https://lnkd.in/g9wu8GQK

Its that Time again, We have an upcoming webinar that we are excited to present and only a week away. Webinar - Dianne Copper Mine Case Study When: Midday Oct 3, 2024 AEST Brisbane Registration Link:  https://lnkd.in/gsXWZ-R9 Join us in this Mangoesmapping webinar where we will dive deeper into how to get better, faster and cost-effective results in your surveys. We will be sharing the learnings, challenges and outcomes of the Dianne Copper Mine case study. What’s in it for you • Future-proof your survey projects with the newest techniques and disruptive technologies • Amplify your knowledge on effective workflows • Learn how the Mangoesmapping approach solved the Dianne project challenges • Get answers to your own challenges with our panel of Geospatial experts More about the Dianne project The Dianne Copper Mine is 260 kilometer's north west of Cairns. The project team facilitated precise planning and informed decision-making by integrating four survey techniques (survey control, ground survey, aerial survey and bathymetric survey). Emlid GNSS receivers delivered an accurate 3D model of the site (under 50 millimeter's horizontal and vertical). They collected raw (static) data, and performed roles as RTK and PPK base and rover. This project used the #DJI Matrice 300 RTK with an #L1 sensor, #Emlid Reach receivers and Triangl Extended Range Antenna Kit. Data processing was done through #DJI Terra, #REDcatch ToolBox, #Agisoft #Metashape, #Terrasolid #TerraScanUAV and #Global Mapper.

Our recent publication. How would you solve the distance discrepancy/mismatch obtained from a mix of Global Navigation Satellite System (GNSS), Total Station (TS), and grid coordinates in your survey project? GNSS distance is geodetic/ellipsoidal distance; TS provides direct ground measured distance; and grid distance is projected distance. Any of our survey projects have a mix of these 3 different nature distances. Any survey project establishes reference control points using GNSS, densifies the control network with traverse (using TS), and ties to existing national grid controls. We proposed a solution to this problem in our recent article titled " Integration of GNSS, Total Station, and Grid Controls: An Analysis of Combined Effect of Elevation of Topography and Map Projection Distortion to Solve the Distance Discrepancy" in Journal on Geoinformatics, Nepal, an annual publication of Survey Department. stallin bhandari Suresh Shrestha Shanker KC 🌐 https://lnkd.in/dB2XbfWz #surveying #mapping #geodesy #controlsurvey #survey #project #traverse #GNSS #TotalStation #grid #map #distance #discrepancy #scalefactor #elevation #elevationfactor #projection #distortion, #gridplane #mappingplane #Nepal