Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. The range pole has an adjustable length and an integrated electronic measurement device to capture and provide length data. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and/or the electronic measurement device and receives three-dimensional location data, the length data, and inclination data for the range pole in real-time. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver, using: incline=sqrt(xtilt*xtilt+ytilt*ytilt) where, xtilt=the inclination data for the range pole along the x axis, ytilt=the inclination data for the range pole along the y axis, and horizontaldistancefromlevel=rh*sin(incline) where, rh=the height of the range pole.

Abstract: A Robotic Total Station (RTS) system includes an RTS disposed for at least two-axis rotation on a tripod, and a rover including a pole mounted prism and GNSS receiver with inclination sensors. The RTS rotates on the tripod to point towards the rover and generate an RTS-position measurement using an optical signal reflected by the prism. The RTS is communicably coupled to the data collector and/or the GNSS receiver, and receives and uses the GNSS-derived position measurements and the inclination data for the range pole in real-time, to automatically track and point the RTS towards the prism.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. The range pole has an adjustable length and an integrated electronic measurement device to capture and provide length data. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and/or the electronic measurement device and receives three-dimensional location data, the length data, and inclination data for the range pole in real-time. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver, using: incline=sqrt(xtilt*xtilt+ytilt*ytilt) where, xtilt=the inclination data for the range pole along the x axis, ytilt=the inclination data for the range pole along the y axis, and horizontaldistancefromlevel=rh*sin(incline) where, rh=the height of the range pole.

Abstract: A Robotic Total Station (RTS) system includes an RTS disposed for at least two-axis rotation on a tripod, and a rover including a pole mounted prism and GNSS receiver with inclination sensors. The RTS rotates on the tripod to point towards the rover and generate an RTS-position measurement using an optical signal reflected by the prism. The RTS is communicably coupled to the data collector and/or the GNSS receiver, and receives and uses the GNSS-derived position measurements and the inclination data for the range pole in real-time, to automatically track and point the RTS towards the prism.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver, using: incline=a cos(cos(x_tilt)*cos(y_tilt)) where, xtilt=the inclination data for the range pole along the x axis, ytilt=the inclination data for the range pole along the y axis, and horizontaldistancefromlevel=rh*sin(incline) where, rh=the height of the range pole.

Abstract: A GNSS data collection system includes a pole mounted GNSS receiver and inclination sensors. A data collection module provides a data collection graphical user interface (GUI) visible on a hand-held data collector computer. The data collector computer is communicably coupled to the GNSS receiver and receives three-dimensional location data and inclination data for the range pole in real-time. A virtual level component uses the inclination data to display on the GUI real-time tilt information in the form of a virtual bubble level indicator. The inclination data and height of the range pole are used to calculate and display horizontal distance and direction to level the GNSS receiver.

Abstract: A self-contained, hand-held, wireless engineering survey data collection system and method includes a survey data collector ruggedized to MIL-STD-810G, having a housing with a hand-held, tablet, form factor, and a processor, memory module, data storage, power source, and a full personal computer operating system. A user interface is supported by the housing and communicably coupled to the processor. A survey module configures the processor, memory module, data storage, and user interface to capture and store engineering survey data. Communications ports enable communication with peripheral devices. A survey-grade GNSS module configured for positioning accuracy within a margin of error of 3 cm, is supported by the housing and communicably couplable to the processor. An internal GNSS antenna is supported by the housing and communicably coupled to the GNSS module. The survey data collector is thus configured to capture engineering survey data including position data generated by the GNSS module.

Abstract: A method and system is provided for producing erosionally stable fluvial geomorphic landscape designs in a computer aided design environment. A topography input module is configured to access a three-dimensional model of existing topography of a site, while a data input module is configured to receive climatic and hydrological data associated with the site. A channel geometry module is configured to utilize the three-dimensional model and the data to generate dimensions for one or more proposed ephemeral channels. A design surface module generates a graphical view of a proposed landform at the site using the existing topography, the proposed ephemeral channels, and optionally, various complementary topographic features.

Abstract: The present invention includes a method and apparatus which determines the tree-dimensional (x, y, z coordinate) position of the receiving position of a GPS antenna on an earth-moving machine or a vehicle, determines the tilt of the machine or vehicle in real time (tilt may vary from point to point), and utilizes this data to calculate the three-dimesional (x, y, z coordinate) position of a point of the earth's surface disposed beneath the machine or vehicle. In a preferred embodiment, the present invention derives and displays the distance between the actual elevation of this point and the desired surface elevation.