772940 Leica Viva Tech Ref_V5.0.0_en Ref V5.0.0 En
User Manual: 772940 Leica Viva TechRef_V5.0.0_en
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- Introduction
- Table of Contents
- 1 Configurable Keys
- 2 TPS Settings
- 3 GPS Settings
- 4 Main Menu
- 5 Jobs & Data - Jobs
- 6 Jobs & Data - Data
- 7 Codelists
- 8 Coordinate Systems
- 9 Jobs & Data - Create control data
- 10 Jobs & Data - Import data
- 11 Jobs & Data - Export & copy data
- 12 Instrument - TPS settings
- 13 Instrument - GPS settings
- 14 Antenna Heights
- 15 Connections.. - GPS connection wizard
- 16 Connections.. - TPS connection wizard
- 17 Connections.. - CS connection wizard
- 18 Connections.. - Internet wizard
- 19 Connections.. - All other connections
- 19.1 Accessing Configuration Connections
- 19.2 CS Internet / GS Internet / TS Internet
- 19.3 GPS Rover / Base Sensor
- 19.4 ASCII Input
- 19.5 GPS Hidden Pt
- 19.6 Export Job
- 19.7 RTK Rover
- 19.8 Base RTK 1 / Base RTK 2
- 19.9 NMEA 1 / NMEA 2
- 19.10 Remote (OWI)
- 19.11 PPS Output
- 19.12 Event Input 1/Event Input 2
- 19.13 Total Station
- 19.14 GSI Output
- 19.15 Field Controller Connection
- 19.16 GeoCom Connection
- 20 Connections.. - All other connections, Cntrl.. Key
- 21 Configuration of Devices
- 22 Instrument - Instrument status info
- 23 Instrument - Base settings
- 24 Instrument - TPS camera settings
- 25 User - Work settings
- 26 Coding
- 27 Linework
- 28 User - Working style wizard
- 29 User - System settings
- 30 User - Tools & other utilities
- 31 User - Check & Adjust
- 31.1 Overview
- 31.2 Details on Instrument Errors
- 31.3 Accessing the Check & Adjust Wizard
- 31.4 Combined Adjustment (l, t, i, c, ATR and tele camera)
- 31.5 Tilting Axis Adjustment (a)
- 31.6 Compensator Adjustment (l, t)
- 31.7 Viewing the Current Values
- 31.8 Configuring Check & Adjust
- 31.9 Adjusting the Circular Level of the Instrument and Tribrach
- 31.10 Adjusting the Circular Level of the Prism Pole
- 31.11 Inspecting the Laser Plummet of the Instrument
- 31.12 Servicing the Tripod
- 32 User - About Leica Viva
- 33 Camera & Imaging
- 34 TPS Functions
- 35 Calculator
- 36 NTRIP via Internet
- 37 MapView Interactive Display Feature
- 38 Tap Map
- 39 Applications - General
- 40 COGO
- 40.1 Overview
- 40.2 Accessing COGO
- 40.3 Configuring COGO
- 40.4 COGO Calculation - Inverse Method
- 40.5 COGO Calculation - Traverse Method
- 40.6 COGO Calculation - Intersection Method
- 40.7 COGO Calculation - Line/Arc Calculations Method
- 40.8 COGO Calculation - Area Division
- 40.9 COGO Calculation - Shift, Rotate & Scale
- 40.10 COGO Calculation - Angle Method
- 40.11 COGO Calculation - Horizontal Curve Method
- 40.12 COGO Calculation - Triangle Method
- 40.13 Selecting a Result from Previous COGO Inverse Calculations
- 40.14 Modifying Values for Azimuths, Distances and Offsets
- 41 Determine Coordinate System
- 42 QuickGrid
- 43 Reference Line
- 44 Reference Plane & Grid Scan
- 44.1 Overview
- 44.2 Accessing Reference Plane & Grid Scan
- 44.3 Creating a Reference Plane From Previously Stored Points
- 44.4 Selecting a Reference Plane from a Job
- 44.5 Configuring Reference Plane & Grid Scan
- 44.6 Editing a Reference Plane
- 44.7 Measuring Points to a Reference Plane
- 44.8 Grid Scan on Plane
- 44.9 Grid Scan on Surface
- 45 Roads - General
- 45.1 Overview
- 45.2 Jobs & Design Data
- 45.3 Configuring Roads Applications
- 45.3.1 Configuration Settings
- 45.3.2 Road Line - Info Page
- 45.3.3 Road Local Line - Info Page
- 45.3.4 Road Surface Grade - Info Page
- 45.3.5 Road Manual Slope, Local Manual Slope and Slope - Info Page
- 45.3.6 Road Crown - Info Page
- 45.3.7 Road Layer - Info Page
- 45.3.8 Road DTM - Info Page
- 45.3.9 Rail - Info Page
- 45.3.10 Tunnel - Info Page
- 45.3.11 Workflow for Height (aim to stake ht)
- 45.4 Working with Shifts
- 45.5 Tasks
- 45.6 Understanding Terms and Expressions
- 45.6.1 Road - Basic Terms
- 45.6.2 Road - Horizontal and Vertical Geometry Elements
- 45.6.3 Road - Basic Elements for Stake and Check Measurements
- 45.6.4 Road - Stake Offset and Stake Height Difference
- 45.6.5 Road - Chainage or Station Equations
- 45.6.6 Road - Working Corridor
- 45.6.7 Road - Extension of the Centreline
- 45.6.8 Road/Rail - Working with Heights
- 45.6.9 Rail - Working with a Single Track
- 45.6.10 Rail - Working with Multiple Tracks
- 45.6.11 Rail - Check Elements and Stakeout Elements
- 45.6.12 Rail - Working with Offsets
- 45.6.13 Tunnel - Basic Terms
- 45.6.14 Tunnel - Elements for Stake Out and Check Measurements
- 45.6.15 Tunnel - Shifts
- 46 Roads - Alignment Editor
- 46.1 Basic Terms
- 46.2 Starting Alignment Editor
- 46.3 Configuring Alignment Editor
- 46.4 Edit Horizontal Alignments Using Elements
- 46.5 Edit Horizontal Alignments Using PIs
- 46.6 Edit Vertical Alignments Using Elements
- 46.7 Edit Vertical Alignments Using PIs
- 46.8 Edit Cross Section Templates
- 46.9 Edit Cross Section Assignments
- 46.10 Edit Chainage Equation
- 46.11 Convert to job
- 47 Roads - Road
- 47.1 Creating a New Road Job
- 47.2 Defining the Work
- 47.3 Staking/Checking the Road
- 47.3.1 The Stake/Check Screen
- 47.3.2 Measuring Points by Chainage and Offset
- 47.3.3 Measuring Lines Relative to a Centreline
- 47.3.4 Measuring Local Lines without Centrelines
- 47.3.5 Indefinite Triangle
- 47.3.6 Measuring Surface Grades
- 47.3.7 Measuring Manual Slopes, Local Manual Slopes and Design Slopes
- 47.3.8 Measuring Road Crowns
- 47.3.9 Measuring Road Layers
- 47.3.10 Measuring Digital Terrain Models (DTM)
- 47.4 The Tools Menu
- 47.4.1 Overview
- 47.4.2 Use heights from DTM
- 47.4.3 Apply current chainage
- 47.4.4 Get current angle to alignment
- 47.4.5 Stake individual point
- 47.4.6 COGO Road - Alignment Information
- 47.4.7 Additional Layer Information
- 47.4.8 Box / base definition
- 47.4.9 Get current slope
- 47.4.10 Manual Slope
- 47.4.11 Reset slope to design
- 47.4.12 Shift reference line
- 47.4.13 Re-initialise search
- 47.4.14 Stake intersection point
- 48 Roads - Rail
- 49 Roads - Tunnel
- 50 Scanning
- 51 Sets of Angles
- 52 Setup
- 53 Stakeout
- 54 Seismic Stakeout
- 55 Base Menu - Start base
- 56 Survey - General
- 57 Survey - General
- 58 Survey - Auto Points
- 59 Survey Cross Section
- 60 Survey - Hidden Points
- 61 Hidden Point
- 62 Survey - Remote Point
- 63 Traverse
- 64 Volumes & Surfaces
- 65 QuickVolume
- Appendix A Menu Tree
- Appendix B Internal Memory
- Appendix C Directory Structure of the Memory Device
- Appendix D Pin Assignments and Sockets
- Appendix E Cables
- Appendix F NMEA Message Formats
- F.1 Overview
- F.2 Symbols Used for Describing the NMEA Formats
- F.3 GGA - Global Positioning System Fix Data
- F.4 GGK - Real-Time Position with DOP
- F.5 GGK(PT) - Real-Time Position with DOP, Trimble Proprietary
- F.6 GGQ - Real-Time Position with CQ
- F.7 GLL - Geographic Position Latitude/Longitude
- F.8 GNS - GNSS Fix Data
- F.9 GSA - GNSS DOP and Active Satellites
- F.10 GSV - GNSS Satellites in View
- F.11 LLK - Leica Local Position and GDOP
- F.12 LLQ - Leica Local Position and Quality
- F.13 RMC - Recommended Minimum Specific GNSS Data
- F.14 VTG - Course Over Ground and Ground Speed
- F.15 ZDA - Time and Date
- Appendix G AT Commands
- Appendix H Event Input Notify Message Format
- Appendix I PPS Output Notify Message Format
- Index