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I Laser Rangefinders C C The maximum declination permitted by the Criterion laser rangefinder is 30°. 5. Press ENTER to finish entering the declination. 6. Press EXIT twice to return to the Criterion’s main menu. Warning – You probably want to use the Criterion laser rangefinder separately from your TSC1 datalogger. If so, you probably want to configure the laser’s DECLINATION so that the bearings displayed by the Criterion are relative to true north. If you do so, you must set the Asset Surveyor software’s Magnetic declination field to 0°, toavoidthe declination being applied twice. If you use your Criterion laser rangefinder exclusively with the TSC1 datalogger, it is best to leave the laser’s DECLINATION set to 0 and modify the Asset Surveyor software’s Magnetic declination field; this enables the Asset Surveyor software to correctly convert other magnetic bearings to true north (for example, when navigating, checking the positions of satellites, and so forth). Warning – If you specify a local declination offset, you must make sure that you clear or re-specify this offset when you move to a new location. Ensuring accurate heights When you take a shot to a target point with the Criterion laser rangefinder, the rangefinder generates a three-dimensional offset to that target. This is used, in conjunction with a three-dimensional GPS position, to compute the position of the target in three dimensions. In order to obtain an accurate height for the target point, your configured antenna height must take account of the difference between the height of the GPS antenna and the height of the laser rangefinder. 320 TSC1 Asset Surveyor Operation Manual
Laser Rangefinders I I.2.5 Using the Criterion with the Asset Surveyor Software As mentioned previously, the practical accuracy of the fluxgate compass in typical field trials is around ±1–2°. This yields a steady reduction in accuracy as the distance between the laser and a target point increases. At a distance of 100–200 m, the average positional error when using the Criterion rangefinder is approximately 2 m (in addition to the error of your GPS measurement). Testing When you first connect the Criterion 300 or 400 to your <strong>Trimble</strong> GPS system, test that it is correctly configured and that all components are working correctly. The best way to achieve this is using the External sensors entryinthe Asset Surveyor software’s Configuration menu: TSC1 Asset Surveyor Operation Manual 321
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TSC1 Asset Surveyor Operation Manua
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Corporate Office Trimble Navigation
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Contents About This Manual 1 Quick
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Data Files . . . . . . . . . . . .
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7 Carrier Phase Data Collection Int
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B Pro XR System Introduction . . .
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Base Station Operation. . . . . . .
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Configuration for Use with the Asse
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About This Manual Welcome to the TS
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About This Manual Technical Assista
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1 Quick Setup In this chapter: ■
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1.2 Before Leaving the Office Quick
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1.5 Rover Configuration Quick Setup
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1.5.1 Data Collection Quick Setup 1
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1.6.1 Base Station Data Collection
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2 Introduction to the Asset Surveyo
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Introduction to the Asset Surveyor
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2.3 System Components 2.3.1 GPS Rec
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Introduction to the Asset Surveyor
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3 Introduction to the TSC1 Datalogg
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Function keys Backspace key Space k
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Introduction to the TSC1 Datalogger
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3.3.4 Menu Key 3.3.5 Next Key 3.3.6
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3.5.1 Choosing a PC Card 3.6 Reboot
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3.7 Data Capacity B Tip Introductio
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3.9.1 Battery Status Introduction t
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Introduction to the TSC1 Datalogger
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3.11Servicing Introduction to the T
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4 Before Leaving the Office In this
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Before Leaving the Office 4 The Qui
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4.3.1 Creating a Project Before Lea
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Before Leaving the Office 4 To star
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4.7 Data Files Before Leaving the O
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Before Leaving the Office 4 To ensu
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4.8 Data Transfer B Tip Before Leav
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4.8.2 Transferring Files to the TSC
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4.9 Configuring the System Before L
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B Tip Before Leaving the Office 4 T
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Table 4.2 Non-critical configuratio
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Table 4.3 Display configuration set
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5 In the Field In this chapter: ■
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In the Field 5 When you first start
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In the Field 5 If the Asset Surveyo
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In the Field 5 Note - The entire co
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In the Field 5 The skyplot is a gra
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In the Field 5 The Asset Surveyor s
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In the Field 5 You can perform a va
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Points Well sites Power poles Accid
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In the Field 5 Point features When
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In the Field 5 To segment a line fe
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In the Field 5 Reviewing features W
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B Tip In the Field 5 Repeating feat
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In the Field 5 To nest the updating
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In the Field 5 when driving along a
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B Tip In the Field 5 A line, area,
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B Tip In the Field 5 This form cont
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In the Field 5 When you have finish
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B Tip In the Field 5 The fields in
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In the Field 5 Feature icons Each e
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In the Field 5 Note - Changing a fe
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In the Field 5 You can use this for
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5.5.3 File Operations In the Field
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In the Field 5 To specify the filte
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In the Field 5 Searching In a large
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In the Field 5 Updating attributes
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In the Field 5 If a feature has alr
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5.5.5 Collecting New Features B Tip
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5.5.7 Exiting Data Update B Tip In
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The default mode is graphical. Use
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In the Field 5 In the Map display o
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5.6.4 Navigating Using the Map In t
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In the Field 5 When a feature’s l
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5.7 Navigating with the Asset Surve
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B Tip 5.7.2 Heading Lock In the Fie
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B Tip In the Field 5 Close-up scree
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5.7.5 Road Screen In the Field 5 Th
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5.7.6 Info Panels In the Field 5 In
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5.7.7 Waypoints In the Field 5 An A
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5.8 Managing Data Files C 5.8.1 Del
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5.8.3 Copying Files to and from the
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6 Back in the Office In this chapte
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B Tip Back in the Office 6 Transfer
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Back in the Office 6 To transfer fi
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B Tip Back in the Office 6 4. From
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The Data Transfer dialog appears: B
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Back in the Office 6 6. In the list
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6.4.1 Starting Differential Correct
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The Map window now displays this da
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Back in the Office 6 To export data
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6.7 Batch Processor Back in the Off
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CHAPTER 7 7 Carrier Phase Data Coll
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7.2.2 Planning Carrier Phase Data C
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Carrier Phase Data Collection 7 Tim
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Number of SVs 8 7 6 5 4 3 2 1 A Car
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Carrier Phase Data Collection 7 Alt
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7.2.7 Postprocessing Carrier Phase
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C Carrier Phase Data Collection 7 3
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7.4 In the Field Carrier Phase Data
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7.4.2 Starting to Log Data Carrier
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7.4.4 Logging Carrier Phase Data Ca
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Carrier Phase Data Collection 7 Ify
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7.5 Back In the Office Carrier Phas
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8 RTK Mapping In this chapter: ■
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RTK Mapping 8 While the RTK system
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RTK Mapping 8 The difference betwee
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C RTK Mapping 8 Warning - If you ar
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RTK Mapping 8 In the Asset Surveyor
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RTK Mapping 8 Note - You cannot der
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8.2.5 Data Collection RTK Mapping 8
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RTK Mapping 8 Positions logged in R
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RTK Mapping 8 Selecting a site for
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8.3.3 Radios C RTK Mapping 8 Trimbl
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Measure to here Correction Uncorrec
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8.3.5 Batteries RTK Mapping 8 The f
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SC1 datalogger TSC1 data cable PWR-
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RTK Mapping 8 4. Connect the radio
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RTK Mapping 8 2. Assemble and erect
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The Real-time output options form a
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RTK Mapping 8 To ensure RTK correct
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RTK Mapping 8 8.3.7 Setting up a Ro
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8.4 In the Field RTK Mapping 8 Once
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RTK Mapping 8 Note - These port set
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RTK Mapping 8 8.4.3 Recording Less
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RTK Mapping 8 8.5.1 RTK Positions i
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B Tip RTK Mapping 8 - Use Filter by
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A Pro XRS System In this chapter:
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Pro XRS System A A.4 Configuring th
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A.5.3 RTCM Output Pro XRS System A
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A.6 Cabling Diagram Pro XRS System
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Pro XRS System A A.8 Activating Sat
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C Warning - Make sure that the 24-d
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B Pro XR System In this chapter:
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Pro XR System B B.4 Configuring the
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Pro XR System B If you require the
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B.6 Cabling Diagram Pro XR System B
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C ProXL System In this chapter: ■
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Pro XL System C C.5 Operational Asp
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C.6 Cabling Diagram Pro XL System C
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D Series 4000 In this chapter: ■
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Series 4000 D For Maxwell Technolog
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Series 4000 D If you have changed a
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Series 4000 D 3. Page through the v
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D.5.3 Overdetermined Positions Seri
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D.5.10 Receiver Outputs D.5.11 Velo
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Page 293 and 294: APPENDIX E E Site Surveyor 4400 Rec
Page 295 and 296: Site Surveyor 4400 Receiver E E.5 O
Page 297 and 298: E.5.7 Base Station Operation Site S
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Page 301 and 302: F 4600LS Surveyor In this chapter:
Page 303 and 304: F.5 Operational Aspects Specific to
Page 305 and 306: F.5.6 Base Station Operation 4600LS
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Page 311 and 312: G GPS Total Station 4700 In this ch
Page 313 and 314: GPS Total Station 4700 G G.5 Config
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Page 321 and 322: H.2 Switches and Indicator LEDs GPS
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Page 329 and 330: I Laser Rangefinders In this chapte
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Page 347 and 348: Laser Rangefinders I If you attempt
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Page 357 and 358: Laser Rangefinders I Calibration of
Page 359 and 360: Laser Rangefinders I Select Externa
Page 361 and 362: Laser Rangefinders I Activating the
Page 363 and 364: C Laser Rangefinders I Checking the
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Page 373 and 374: Laser Rangefinders I Calibration of
Page 375 and 376: Laser Rangefinders I Configuring th
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Page 383 and 384: Laser Rangefinders I Powering The L
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Laser Rangefinders I You can press
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I.5.5 Collecting Data Laser Rangefi
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I.6.2 Accessories Laser Rangefinder
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Laser Rangefinders I Cabling for th
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Laser Rangefinders I I.6.4 Configur
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Laser Rangefinders I Select Externa
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Laser Rangefinders I Activating the
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I.6.6 Collecting Data The following
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I.7.2 Accessories Laser Rangefinder
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Laser Rangefinders I Cabling for th
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Laser Rangefinders I I.7.4 Configur
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Laser Rangefinders I Testing When y
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Laser Rangefinders I Activating the
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I.7.6 Collecting Data The following
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J External Sensors In this chapter:
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External Sensors J You can configur
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3. Change the fields in this form a
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B Tip External Sensors J - After co
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J.3 Digital Cameras External Sensor
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3. Change the fields in this form a
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J.4 Echo Sounders External Sensors
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B Tip 3. Change the fields in this
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B Tip External Sensors J The Asset
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K NMEA Output Messages In this chap
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K.2 Common Message Elements NMEA Ou
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Longitude of ascension node Mean an
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NMEA Output Messages K Fields 3 to
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NMEA Output Messages K K.3.8 ZDA: U
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Index Symbols .ddf files 42 importi
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B back in the office 4, 141, 226 ba
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waypoints 68, 101, 135 in GPS Pathf
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File manager module 14, 137-140 fil
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I icons 97 update status 98 Import
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Info panels 133 proximity alarm 130
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echarging the TSC1 battery 32 recom
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statistics, on files 138 status bat
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Reader Comment Form TSC1 Asset Surv
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