Blog

In previous blogs, we explored the distinctions between three common height measurements—geodetic height, normal height, and orthometric height. In our daily RTK surveys that based on reference ellipsoids, we primarily encounter geodetic height. However, sometimes we may need normal height that aligns better with the local terrain.

In surveying projects, sometimes we may need to update base station coordinates when many points have been measured. So how should we handle the previous measured points and continue surveying quickly?

In today's rapidly evolving world of agriculture, where precision and efficiency are paramount, GNSS technology plays a pivotal role in maximizing yields while minimizing resource consumption, such as our SAgro100 GNSS Autosteer System.

In the realm of civil engineering and construction, precision is the bedrock of success. To ensure the creation of safe and functional roads, the practice of "road stakeout" takes center stage. In this blog, we will introduce you to the process of initiating road stakeout tasks using the SingularPad field software.

In our daily surveying tasks, elevation is important in construction projects and other applications. In the elevation system, the most commonly used are orthometric height, normal height and geodetic height. What exactly do they refer to and what is the difference between them?

Although RTK surveys are becoming more and more popular, static surveys are still necessary in some cases, such as control point surveys, signal quality tests before setting up CORS stations, etc.