Spectra-precision Survey Pro v4.5 Recon and Nomad User Manual Manual de usuario Pagina 288
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User’s Manual – GPS Mode
278
Vertical:
Slope: is the North and East tilt of the inclined plane adjustment.
These values are given in parts per million, and represent the radian
angle values of the deflection between the ellipsoid normal and the
local gravity vector. This tilt approximates what a geodosist would
call 'deflection of the vertical'.
Separation: is the shift between the local elevation and the vertical
reference surface (geoid elevations when using a geoid model or
ellipsoid height when using localization vertical only).
Origin: is the local coordinate of the first point used in the control
point list. The slope values are applied from this point.
Vertical Calibration and Geoid Modeling
If you do not use a geoid model, vertical localization will solve for
slope and separation using the measured heights and the control
elevations. If you do use a geoid model, vertical localization will solve
for the separation between the geoid elevation and your control
elevation. Geoid elevations are computed from measured heights and
geoid undulation using the height equation (see Page 228):
h = H + N
Fig. 9: Vertical Localization
Three control points calculate a plane to model the deflection and shift
between the geoid and ellipsoid surface.
E
l
l
i
p
s
o
i
d
S
u
r
f
a
c
e
G
e
o
i
d
S
u
r
f
a
c
e
Separation
Normal
to Geoid
Normal to
Ellipsoid
Deflection (a,b)
- SURVEY PRO 1
- Table of Contents 3
- Welcome 11
- Getting Started 13
- Survey Pro Installation 14
- Registering 14
- Data Entry 16
- TDS Smart SIP 17
- Using the Smart SIP 18
- Hardware Buttons 19
- Angle and Time Conventions 20
- Using Survey Pro 21
- Command Bar 24
- Surveying Mode 25
- Map View 25
- Quick Pick 25
- Battery Level 25
- Cancel 26
- Close 26
- Settings 26
- GPS Status 26
- Parts of a Screen 27
- Power Buttons 28
- Choose From Map Button 28
- Scroll Buttons 29
- Special Point Symbols 29
- Index Cards 29
- Input Shortcuts 30
- Point List Editor 32
- Smart Targets 35
- Manage Smart Targets 36
- the HR.) This is 37
- Basemaps 40
- Manage Basemaps 41
- The Settings Screen 43
- File Management and 44
- ForeSight DXM 44
- Job Files 44
- Raw Data Files 45
- Control Files 46
- Description Files 47
- Description Files with Codes 49
- Opening a Description File 50
- Feature Codes 51
- Features 52
- Attributes 52
- Layer 0 54
- Other Special Layers 54
- Managing Layers 55
- Deleting a Layer 56
- Working with 2D Points 57
- • All Road Layout Routines 57
- Point Stake 58
- Offset Stake 58
- Slope Stake 58
- Control Points 58
- Polylines 59
- Alignments 60
- Creating an Alignment 61
- Horizontal Alignment 62
- Vertical Alignment 64
- , Offset Points 66
- and Road Layout routines 66
- Conventional Fieldwork 67
- Scenario One 68
- Scenario Two 69
- Scenario Three 70
- Scenario Four 71
- Summary 72
- Data Collection Example 73
- Performing a Side Shot 78
- Performing a Traverse Shot 79
- Data Collection Summary 81
- Stakeout Example 82
- Staking Points 85
- screen: 89
- Surveying with True Azimuths 90
- Road Layout 93
- Road Component Rules 95
- Road Rules Examples 98
- Figure Descriptions 100
- Super Elevations 101
- Creating Templates 102
- Building an Alignment 105
- Putting the Road Together 105
- Add Widenings 108
- Add Super Elevations 109
- Staking the Road 112
- value extends away from the 113
- Slope Staking the Road 114
- Station Equation 116
- DTM Stakeout 119
- Set Up the Job 120
- Select Your Layers 122
- Select a Boundary (optional) 122
- Stake the DTM 125
- View the DTM 126
- Other Tutorials 129
- Importing *.JOB Coordinates 130
- Importing *.CR5 Coordinates 130
- Importing LandXML Files 132
- Importing a LandXML File 133
- Import Control 135
- Exporting Coordinates 136
- Repetition Shots 137
- Repetition Shots Screen 139
- Radial Sideshots 141
- Shoot From Two Ends 145
- Distance Offset Screen 146
- screen will open 148
- . If you 148
- Resection 149
- Performing a Resection 150
- Solar Observations 152
- Performing a Sun Shot 153
- Get local time now! 155
- What to Do Next 156
- Remote Control 157
- Taking a Shot in Remote Mode 159
- Stake Out in Remote Mode 160
- Remote staking over target 161
- Slope Staking in Remote Mode 162
- GeoLock 163
- Configuring GeoLock 164
- Localizing 165
- Slope Staking 166
- Staking the Catch Point 169
- Intersection 172
- Map Check 173
- Editing Boundary Data 174
- Project 174
- 4 (hinge) 175
- Parallel Method 176
- Horizontal Curve Layout 178
- Chord Length 179
- Parabolic Curve Layout 181
- Spiral Layout 182
- Curve and Offset 183
- from the Main 183
- Set Up Your Staking Options 184
- Aim the Total Station 184
- Stake the Point 185
- Scale Adjustment 186
- Translate Adjustment 187
- Translate by Coordinates 188
- Rotate Adjustment 189
- Traverse Adjust 190
- Compass Rule 191
- Adjust Sideshots 191
- Surface Scan 194
- Distance Grid 195
- Angle Grid 196
- Leveling Fieldwork 199
- Leveling Set Up 200
- Level Settings 201
- Leveling Methods 202
- Level Loop Procedure 203
- Creating a New Loop 204
- Level Screen 206
- Turn to Benchmark 210
- Side Shots 213
- Adjustment 214
- 2 Peg Test 215
- GPS Overview 219
- RTK and Post Processing 220
- GPS Measurements 221
- GPS Network Servers 223
- (NTRIP) 224
- GPS Coordinates 225
- Horizontal Datums 227
- Vertical Datums 230
- Coordinate Systems 231
- Map Projections 233
- Scale Factors 235
- Vertical Coordinate Systems 238
- GPS Coordinates In 241
- Survey Pro 241
- Projection Mode 242
- Projection Mode Summary 243
- Mapping Plane Mode 246
- Localization Default Zone 247
- Localization Reset Origin 247
- Localization Select Zone 248
- Mapping Plane Select Zone 249
- Key In Zone 250
- Mapping Ground Coordinates 252
- , and Ground 254
- Coordinate System Database 255
- Managing GPS Coordinates in 256
- Import Job (Control) 257
- Import ASCII File 257
- Import .GPS File 258
- ForeSight DXM, SPSO, TGO 259
- TGO / TTC 260
- GPS Module 263
- Receiver Settings 264
- RTK Settings 267
- Post Processing Settings 267
- Start GPS Survey 268
- Start GPS Survey - Choose 269
- Receiver 271
- Base Setup One – Pick Point 272
- Base Setup Two – SET 273
- Base Setup Two - GET and SET 274
- Rover Setup – Set Rover 275
- Solve Localization 280
- Horizontal 286
- Localization Setup Groups 290
- default map projection’s 292
- Remote Elevation 293
- Import GPS Control 295
- RTK Data Collection 299
- Data Collection 300
- to open the Offset Shots 301
- screen 301
- Feature Collection 302
- Occupy Control Point 304
- Post Process 304
- RTK Stake Out 305
- Post Processing 305
- Field Procedure 306
- Office Procedure 308
- Projection Utilities 309
- Projection Calculator 313
- Tutorial GPS Jobs 314
- Reuse Localization Solutions 321
- Bluetooth & Windows 330
- Networking with the GPS 330
- Discover the Device 332
- Assigning a Favorite Device 334
- Bluetooth in Survey Pro 338
- Windows Networking 339
- Starting a Survey with VRS 348
- Basic GPS Module 351
- Serial Connection 352
- Bluetooth Connection 353
- RTK Data Modem Configuration 355
- Using a Cellular Phone 356
- Basic GPS Start Survey 361
- Set Up Base 362
- Set Up Rover 363
- Connect to Internet 364
- Select NTRIP Services Screen 365
- Setup Rover Screen 365
- Setup Remote Base 365
- Solve Projection 366
- Collect Control – Screen 1 368
- Collect Control – Screen 2 368
- Collect Check Point Prompt 370
- Collect Check Point Screen 370
- Connect to Base and Rover – 374
- TDS Localization ‘One Point 374
- Traverse Base 375
- Traverse Now Routine 376
- Projection Solve 377
- Localization 377
- References 379
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