Trimble 4700 Operation Manual

4700.bk Page i Tuesday, December 21, 1999 11:26 AM
4700 Receiver
Operation Manual
Version 1.0 Part Number 36238-00 Revision B December 1998
Trimble Navigation Limited Land Survey Division 645 North Mary Avenue P.O. Box 3642 Sunnyvale, CA 94088-3642 U.S.A.
1-800-827-8000 in North America +1-408-481-8000 International Fax: +1-408-481-7744 www.trimble.com
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Trimble Navigation Europe Limited Trimble House, Meridian Offic e Park Osborn Way, Hook Hampshire RG27 9HX ENGLAND +44-1256-760-150 Fax: +44-1256-760-148 Voicemail: +44-1256-761-130
Trimble Navigation Singapore PTE Limited 79 Anson Road # 05-02 Singapore 079906 SINGAPORE +65-325-5668 Fax: +65-225-9989 Voicemail: +65-325-5668
Trimble Japan K.K. Sumitomo Hamama tsu -cho, Building 10F 1-18-16 Hamamatsu-cho Minato-ku Tokyo 105 JAPAN +81-3-5472-0880 Fax: +81-3-5472-2326
Trimble Navigation New Zealand Limited 11 Birmingham Drive P.O. Box 8729 Riccarton Christchurch NEW ZEALAND +64-3-339-1400 Fax: +64-3-339-1417
Copyright
© 1998 Trimble Navigation Limited. All rights reserved. No part of this manual may be copied, photocopied, reproduced, translated, or reduced to any electronic medium or machine­readable form without prior written consent from Trimble Navigation Limited.
Printed in the United States of America. Printed on recycled paper.
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Release Notice
This is the December 1998 release, Revision B of the 4700 Receiver Operation Manual, part number 36238-00. It applies to version 1.0 of the firmware.
Trademarks
Trimble and the Trimble logo, Series 4000, 4700, GPS Total Station, GPSurvey, PowerLiTE, Survey Controller, Trimble Surv ey Office, TRIMNET Plus, TSC1, TSIP, and WAVE are trademarks of Trimble Navigation Limited. Microsoft, MS-DOS, Windows, Windows 95, and Windows NT are registered trademarks or trademarks of Microsoft Corporation. Intel is a trademark of Intel Corporation. All other brand names are trademarks of their respective holders.
Disclaimer of Warranty
E
XCEPT AS INDICATED IN
F
IRMWARE AND DOCUMENTATION IS PROVIDED “AS IS” AND WITHOUT EXPRESS OR LIMITED WARRANTY OF ANY KIND BY EITHER TRIMBLE NAVIGATION LIMITED OR ANYONE WHO HAS BEEN INVOLVED IN ITS CREATION, PRODUCTION, OR DISTRIBUTION INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE
H
ARDWARE NOT ALLOW THE EXCLUSION OF IMPLIED WARRANTIES, SO THE ABOVE EXCLUSION MAY NOT APPLY TO YOU
. THE
ENTIRE RISK, AS TO THE QUALITY AND PERFORMANCE OF THE TRIMBLE
, S
OFTWARE
.
“L
IMITED WARRANTY” HEREIN
, F
IRMWARE AND DOCUMENTATION, IS WITH YOU
, T
RIMBLE HARDWARE
, S
OFTWARE
. S
OME STATES DO
,
Limitation of Liability
I
N NO EVENT WILL TRIMBLE NAVIGATION LIMITED OR ANY PERSON INVOLVED IN THE CREATION, PRODUCTION, OR DISTRIBUTION OF THE TRIMBLE SOFTWARE BE LIABLE TO YOU ON ACCOUNT OF ANY CLAIM FOR ANY DAMAGES, INCLUDING ANY LOST PROFITS, LOST SAVINGS OR OTHER SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES, INCLUDING BUT NOT LIMITED TO ANY DAMAGES ASSESSED AGAINST OR PAID BY YOU TO ANY THIRD PARTY RISING OUT OF THE USE, LIABILITY TO USE, QUALITY OR PERFORMANCE OF SUCH TRIMBLE
S
OFTWARE AND DOCUMENTATION, EVEN IF TRIMBLE NAVIGATION LIMITED OR ANY SUCH PERSON OR ENTITY HAS BEEN ADVISED OF THE POSSIBILITY OF DAMAGES, OR FOR ANY CLAIM BY ANY OTHER PARTY LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES SO, THE ABOVE LIMITATIONS MAY NOT APPLY TO YOU
. S
OME STATES DO NOT ALLOW THE LIMITATION OR EXCLUSION OF
.
,
,
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Software and Firmware Limited Warranty
Trimble Navigation Limited warrants that Software and Firmware products will substantially conform to the published specifications provided it is used with the Trimble products, computer products, and op erating s ystem for which it was designed. Fo r a period of ninety (90) days, commencing thirty (30) days after shipment from T r i mble, T r imbl e also warrants that the magnetic media on which Software and Firmware are distributed and the documentation are free from defects in materials and workmanship. During the ninety (90) day warranty period, Trimble will replace def ect ive media or documentation, or correct substantial pro gram errors at no charge. If Trimble is unable to replace defective media or documentation, or correct program errors, Trimble will refund the price paid for The Software. These are your sole remedies for any breach in warranty.
Hardware Limited Warranty
Trimble Navigation Limited products are warranted against defects in material and workmanship for a period of one year. The warranty period shall commence thirty (30) days after shipment from Trimble’s factory. Warranty service will be provided at a designated Trimble Service Cente r. Trimble will at its option either repair or replace products that prove to be defective. The Customer shall pay all shipping charges for products returned to Trimble for warranty service. Trimble shall pay all shipping charges for the return of products to the Customer.
The above warranty shall not apply to defects resulting from:
1. Improper or inadequate maintenance by the buyer
2. Buyer-supplied software or interfacing
3. Unauthorized modification or misuse
4. Operation outside of the environmental specifications of the product
5. Improper installation, w here applicable
6. Lightning or other electrical discharge
7. Fresh or salt water immersion or spray
8. Normal wear and tear on consumable parts (for example, batteries) No other warranty is expressed or implied. Trimble Navigation Limited specifically disclaims
the implied warranties of fitness for a particular purpose and merchantability.
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Contents
Preface
Scope and Audience . . . . . . . . . . . . . . . . . . . . . . . . .xvii
Organization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xviii
Related Information . . . . . . . . . . . . . . . . . . . . . . . . .xix
Release Notes . . . . . . . . . . . . . . . . . . . . . . .xix
Update Notes . . . . . . . . . . . . . . . . . . . . . . .xx
Other Information . . . . . . . . . . . . . . . . . . . . . . . . . .xx
World Wide Web (WWW) Site . . . . . . . . . . . . . .xx
File Transfer Protocol (FTP) Site . . . . . . . . . . . . .xx
Technical Assistance . . . . . . . . . . . . . . . . . . . . . . . . .xxi
Reader Comment Form. . . . . . . . . . . . . . . . . . . . . . . .xxii
Document Conventions. . . . . . . . . . . . . . . . . . . . . . . .xxii
Warnings, Cautions, Notes, and Tips. . . . . . . . . . . . . . . . .xxiii
1 GPS Surveying Concepts
1.1 Number of Visible Satellites . . . . . . . . . . . . . . . . . . . . .1-2
1.2 Elevation Mask . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2
1.3 Logging Rate . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-3
1.4 Environmental Factors . . . . . . . . . . . . . . . . . . . . . . . .1-3
1.5 GPS versus Conventional Surveying Techniques . . . . . . . . . .1-4
1.5.1 Postprocessed Surveys. . . . . . . . . . . . . . . . . . .1-5
1.5.2 Real-Time Kinematic Surveys. . . . . . . . . . . . . . .1-5
1.5.3 GPS Surveying Methods. . . . . . . . . . . . . . . . . .1-6
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Contents
1.6 Design of GPS Surveys. . . . . . . . . . . . . . . . . . . . . . . .1-8
1.7 Postprocessed Surveying . . . . . . . . . . . . . . . . . . . . . . .1-11
1.7.1 Static Surveying . . . . . . . . . . . . . . . . . . . . . .1-11
1.7.2 FastStatic Surveying . . . . . . . . . . . . . . . . . . . .1-13
FastStatic versus Static . . . . . . . . . . . . . . . . . .1-13
FastStatic using a TSC1 Handheld Controller. . . . . . .1-14
FastStatic versus Kinematic . . . . . . . . . . . . . . . .1-15
1.8 Sample Field Survey - Postprocessed . . . . . . . . . . . . . . . .1-16
1.8.1 FastStatic Data Collection . . . . . . . . . . . . . . . . .1-16
2 General Operation
2.1 The 4700 Receiver . . . . . . . . . . . . . . . . . . . . . . . . . .2-2
2.2 Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
2.3 Indicator LEDs . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-4
2.4 Port Configuration . . . . . . . . . . . . . . . . . . . . . . . . . .2-8
2.5 GPS Antennas . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-11
2.5.1 Micro-centered Antenna. . . . . . . . . . . . . . . . . .2-11
2.5.2 Antenna Cable . . . . . . . . . . . . . . . . . . . . . . .2-11
2.6 Radio Link Options. . . . . . . . . . . . . . . . . . . . . . . . . .2-12
2.6.1 Power In . . . . . . . . . . . . . . . . . . . . . . . . . .2-12
2.6.2 Power Out . . . . . . . . . . . . . . . . . . . . . . . . .2-13
2.6.3 External Power Sources . . . . . . . . . . . . . . . . . .2-14
Restarting the Survey After Power-Down. . . . . . . . .2-15
2.6.4 Charging the Batteries . . . . . . . . . . . . . . . . . . .2-16
2.7 Data Management . . . . . . . . . . . . . . . . . . . . . . . . . .2-17
2.7.1 Data Download . . . . . . . . . . . . . . . . . . . . . .2-18
Backing Up Data . . . . . . . . . . . . . . . . . . . . .2-19
Deleting Files . . . . . . . . . . . . . . . . . . . . . . .2-19
2.7.2 Clearing RAM and File Syste . . . . . . . . . . . . . .2-20
2.8 Software and Firmware Version Requirements. . . . . . . . . . . .2-20
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2.9 Operating Parameters. . . . . . . . . . . . . . . . . . . . . . . . .2-21
2.10 Internal Radio (Optional). . . . . . . . . . . . . . . . . . . . . . .2-22
2.11 Use and Care . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-22
2.12 COCOM Limits. . . . . . . . . . . . . . . . . . . . . . . . . . . .2-23
3 Pre-Survey Planning
3.1 Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-2
3.2 Site Reconnaissance . . . . . . . . . . . . . . . . . . . . . . . . .3-3
3.3 Network Design . . . . . . . . . . . . . . . . . . . . . . . . . . .3-3
3.4 Survey Planning . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4
Contents
3.4.1 Project Management. . . . . . . . . . . . . . . . . . . .3-4
3.4.2 Check Satellite Availability . . . . . . . . . . . . . . . .3-5
4 In the Field - Control Surveying
4.1 Postprocessed Surveys . . . . . . . . . . . . . . . . . . . . . . . .4-2
4.2 Control Surveying Description . . . . . . . . . . . . . . . . . . . .4-3
4.2.1 Static Surveying . . . . . . . . . . . . . . . . . . . . . .4-3
4.2.2 FastStatic Surveying . . . . . . . . . . . . . . . . . . . .4-4
4.3 Measuring Antenna Height . . . . . . . . . . . . . . . . . . . . . .4-5
4.3.1 Fixed-Height Tripod . . . . . . . . . . . . . . . . . . . .4-7
4.4 FastStatic Surveying Methods . . . . . . . . . . . . . . . . . . . .4-8
4.4.1 Required Equipment and Software . . . . . . . . . . . .4-8
4.4.2 Setting Up the Equipment and Running the Surve . . . .4-8
4.4.3 Using the 4700 Receiver with a Rangepole . . . . . . . .4-11
4.4.4 Making an Observation . . . . . . . . . . . . . . . . . .4-13
4.4.5 Minimum Observation Times . . . . . . . . . . . . . . .4-15
4.5 Static Surveying Methods . . . . . . . . . . . . . . . . . . . . . .4-16
4.5.1 Equipment and Software Required . . . . . . . . . . . .4-16
4.5.2 Setting Up the Equipment and Running the Surve . . . .4-17
4.5.3 Static Survey Times and Distances . . . . . . . . . . . .4-17
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Contents
5 Back in the Office - Postprocessing the Field Data
5.1 Open a Project . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-2
5.2 Download the Data . . . . . . . . . . . . . . . . . . . . . . . . . .5-2
5.3 Check In and Verify the Field Information . . . . . . . . . . . . . .5-4
5.4 Back Up the Data . . . . . . . . . . . . . . . . . . . . . . . . . . .5-5
5.5 Process the Baselines . . . . . . . . . . . . . . . . . . . . . . . . .5-5
5.6 View the Baseline Results . . . . . . . . . . . . . . . . . . . . . .5-5
5.7 Adjust the Network . . . . . . . . . . . . . . . . . . . . . . . . . .5-6
5.7.1 Create Project Reports . . . . . . . . . . . . . . . . . . .5-6
6 In the Field - Real-Time Kinematic Surveying
6.1 Real-Time Kinematic (RTK) Surveying Description. . . . . . . . .6-2
6.1.1 RTK Survey . . . . . . . . . . . . . . . . . . . . . . . .6-3
6.2 RTK Base Receiver Installation . . . . . . . . . . . . . . . . . . .6-4
6.2.1 Site Considerations . . . . . . . . . . . . . . . . . . . .6-4
6.2.2 Connections . . . . . . . . . . . . . . . . . . . . . . . .6-5
6.2.3 Connecting the Antenna . . . . . . . . . . . . . . . . . .6-6
6.2.4 Connecting the Radio . . . . . . . . . . . . . . . . . . .6-7
6.2.5 Connecting the Power . . . . . . . . . . . . . . . . . . .6-8
6.2.6 Connecting the TSC1 Controller . . . . . . . . . . . . .6-8
6.3 RTK Rover Installation . . . . . . . . . . . . . . . . . . . . . . . .6-9
6.3.1 Site Considerations . . . . . . . . . . . . . . . . . . . .6-10
6.3.2 Connections . . . . . . . . . . . . . . . . . . . . . . . .6-11
6.3.3 Connecting the Antenna . . . . . . . . . . . . . . . . . .6-12
6.3.4 Connecting an External Radio to the 4700 Receiver . . .6-13
6.3.5 Connecting the Power . . . . . . . . . . . . . . . . . . .6-13
6.3.6 Connecting the TSC1 Controller . . . . . . . . . . . . .6-14
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A Typical Conf igurations
A.1 Base Station Static/FastStatic Configuration . . . . . . . . . . . . .A-1
A.2 Rover Configuration . . . . . . . . . . . . . . . . . . . . . . . . .A-5
A.3 Preparing to Download Field Data . . . . . . . . . . . . . . . . . .A-8
A.3.1 Office Download. . . . . . . . . . . . . . . . . . . . . .A-8
A.3.2 Field Download . . . . . . . . . . . . . . . . . . . . . .A-9
A.4 External Power Options . . . . . . . . . . . . . . . . . . . . . . .A-10
A.4.1 Office Support Module IV (OSM IV) . . . . . . . . . . .A-10
A.4.2 Camcorder Batteries . . . . . . . . . . . . . . . . . . . .A-10
Contents
A.4.3 6 AH battery . . . . . . . . . . . . . . . . . . . . . . . .A-10
A.4.4 10 AH battery . . . . . . . . . . . . . . . . . . . . . . .A-11
A.4.5 Other Trimble Power Supplies. . . . . . . . . . . . . . .A-11
A.5 GPS Antennas . . . . . . . . . . . . . . . . . . . . . . . . . . . .A-12
A.5.1 Micro-centered Antenna. . . . . . . . . . . . . . . . . .A-12
A.5.2 Compact L1/L2 antenna . . . . . . . . . . . . . . . . . .A-13
A.5.3 Machine/Permanent Mount L1/L2 Antenna. . . . . . . .A-14
B Specifications C NMEA-0183 Output
C.1 Message Elements . . . . . . . . . . . . . . . . . . . . . . . . . .C-1
C.1.1 Fields and Delimiters . . . . . . . . . . . . . . . . . . .C-2
C.1.2 Latitude and Longitude . . . . . . . . . . . . . . . . . .C-2
C.1.3 Direction . . . . . . . . . . . . . . . . . . . . . . . . . .C-2
C.1.4 Time . . . . . . . . . . . . . . . . . . . . . . . . . . . .C-3
C.2 Supported Messages . . . . . . . . . . . . . . . . . . . . . . . . .C-3
C.2.1 GGA: Time, Global Pasitioning System Fix Data Position,
and Fix Related Data . . . . . . . . . . . . . . . . . . .C-4
C.2.2 GST Position Error Statistics . . . . . . . . . . . . . . .C-5
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Contents
C.2.3 GSV: Number of SVs In View, PRN Numbers, Elevation,
Azimuth and SNR Values . . . . . . . . . . . . . . . . .C-6
C.2.4 PTNL,GGK: Time, Position, Position Type, DOP . . . .C-7
C.2.5 PTNL, SYNC: Time, Position, Position Type, DOP, and
Ellipsoidal Height . . . . . . . . . . . . . . . . . . . . .C-8
C.2.6 PTNL,PJK: Local Coordinate Position Output . . . . . .C-9
C.2.7 PTNL,PJT: Projection Type . . . . . . . . . . . . . . . .C-10
C.2.8 VGK: PTNL, VGK Vector Information . . . . . . . . . .C-10
C.2.9 VHD: PTNL, VHD Heading Information . . . . . . . . .C-11
C.2.10 VTG: Actual Track Made Good Over and
Speed Over Ground . . . . . . . . . . . . . . . . . . . .C-12
C.2.11 ZDA: UTC Day, Month, And Year, and
Local Time Zone Offset . . . . . . . . . . . . . . . . . .C-13
D Event Marker Input and One Pulse Per Second (1PPS)
Output Option
D.1 Event Marker Option Summary Description . . . . . . . . . . . . .D-1
D.2 1PPS Option Summary Description . . . . . . . . . . . . . . . . .D-1
D.3 Port 2 Pinout Configuration . . . . . . . . . . . . . . . . . . . . .D-2
D.4 Event Marker/1PPS Cable (PN 36451-00) Description . . . . . . .D-3
D.5 Event Marker Input . . . . . . . . . . . . . . . . . . . . . . . . . .D-5
D.5.1 Using Remote Controller to Enable and
Configure Event Marker Input. . . . . . . . . . . . . . .D-5
D.5.2 Using Configuration Toolbox to Cr eate an
Application File to Enable and Configure 4700
with Event Marker Input Capability. . . . . . . . . . . .D-7
D.6 One Pulse Per Second Output (1PPS) . . . . . . . . . . . . . . . .D-9
D.6.1 1PPS Pulse Definition . . . . . . . . . . . . . . . . . . .D-9
D.6.2 ASCII Time Tag Definition . . . . . . . . . . . . . . . .D-11
D.6.3 Using Remote Control ler to Enable and Configure
1PPS Output. . . . . . . . . . . . . . . . . . . . . . . .D-12
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D.6.4 Using Configuration Toolbox to Cr eate an
Application File to Enable and Configure 4700
to Output 1PPS. . . . . . . . . . . . . . . . . . . . . . .D-14
E Remote Controller Software
E.1 Installing the Remote Controller Software . . . . . . . . . . . . . .E-2
E.1.1 Installing Remote Controller From a Floppy Disk . . . .E-2
E.1.2 Installing Remote Controller From a C . . . . . . . . .E-2
E.1.3 Installing Remote Controller From the Internet . . . . . .E-3
E.2 Using the Remote Controller . . . . . . . . . . . . . . . . . . . . .E-4
Contents
E.3 Menu Keys . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E-5
E.4 Softkeys. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E-5
E.5 ALPHA Key and Carousels . . . . . . . . . . . . . . . . . . . . .E-6
E.6 Entering Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E-7
E.7 Keyboard and Display Summary . . . . . . . . . . . . . . . . . . .E-8
E.8 Remote Controller Help . . . . . . . . . . . . . . . . . . . . . . .E-8
F Configuration Toolbox
F.1 Installing the Configuration Toolbox Software. . . . . . . . . . . .F-2
F.1.1 Installing Configuration Toolbox From a
Floppy Diskette . . . . . . . . . . . . . . . . . . . . . .F-2
F.1.2 Installing Configuration Toolbox From a CD . . . . . . .F-2
F.1.3 Installing Configuration Toolbox From the Internet. . . .F-3
F.2 Using Configuration Toolbox Software . . . . . . . . . . . . . . .F-3
F.2.1 Configuring Your 4700 Receiver Using
Configuration Toolbox. . . . . . . . . . . . . . . . . . .F-4
F.2.2 Configuration Toolbox On-Line Help . . . . . . . . . . .F-5
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Contents
G Using WinFLASH
G.1 Installing the WinFLASH Software . . . . . . . . . . . . . . . . .G-2
G.1.1 Installing WinFLASH From a Floppy Diskette . . . . . .G-2
G.1.2 Installing WinFLASH From a CD. . . . . . . . . . . . .G-2
G.1.3 Installing WinFLASH From the Internet . . . . . . . . .G-3
G.2 Using WinFLASH: An Example . . . . . . . . . . . . . . . . . . .G-4
H Using the CommSet Utility
H.1 Installing the CommSet Utility . . . . . . . . . . . . . . . . . . . .H-1
H.1.1 Installing CommSet From a Floppy Diskette . . . . . . .H-2
H.1.2 Installing CommSet From a CD. . . . . . . . . . . . . .H-2
H.1.3 Installing CommSet From the Internet . . . . . . . . . .H-3
H.2 CommSet Overview . . . . . . . . . . . . . . . . . . . . . . . . .H-3
H.3 Radio Modem Configuration . . . . . . . . . . . . . . . . . . . . .H-5
I Office Support Module (OSM IV)
I.1 Power Requirements . . . . . . . . . . . . . . . . . . . . . . . . .I-2
I.2 Grounding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I-2
I.3 Environment . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I-3
I.4 Batteries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I-3
I.5 Powering the 4700 Receiver . . . . . . . . . . . . . . . . . . . . .I-4
I.6 Charging Batteries . . . . . . . . . . . . . . . . . . . . . . . . . .I-5
I.7 Status Indicator Definitions . . . . . . . . . . . . . . . . . . . . .I-6
I.8 Data I/O Port . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I-6
I.9 Deep Discharged Batteries . . . . . . . . . . . . . . . . . . . . . .I-6
J Troubleshooting
Index
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List of Figures
Figure 1-1 Network Design . . . . . . . . . . . . . . . . . . . 1-8
Figure 1-2 Radial Survey . . . . . . . . . . . . . . . . . . . . 1-9
Figure 1-3 Control Network. . . . . . . . . . . . . . . . . . . 1-16
Figure 1-4 Base at 1, FastStatic Data Logging Session . . . . . . . . 1-17
Figure 1-5 Base at 3, FastStatic Data Logging Session . . . . . . . . 1-17
Figure 2-1 4700 Receiver. . . . . . . . . . . . . . . . . . . . 2-2
Figure 2-2 4700 Control Panel. . . . . . . . . . . . . . . . . . 2-4
Figure 2-3 4700 Rear Panel Ports . . . . . . . . . . . . . . . . 2-8
Figure 2-4 Serial Ports and Icons. . . . . . . . . . . . . . . . . 2-9
Figure 2-5 7-Pin Small Shell Lemo Receiver Ports . . . . . . . . . . 2-10
Figure 2-6 OSM IV Charger, with 6Ah and Camcorder Batteries . . . . 2-16
Figure 2-7 Standard Configuration for Data Download . . . . . . . . 2-18
Figure 4-1 Measuring the Antenna Height Using a Measuring Rod and
Conventional Tripod . . . . . . . . . . . . . . . . . 4-6
Figure 4-2 Typical Setup Using A 4700 Receive r, For Static and
FastStatic Applications . . . . . . . . . . . . . . . . 4-9
Figure 4-3 Locating the Antenna with a Clear View of the Sky . . . . . 4-10
Figure 4-4 Using a Rangepole With the 4700 Receiver . . . . . . . . 4-12
Figure 5-1 Standard Configuration for Data Download . . . . . . . . 5-3
Figure 6-1 Connecting the Hardware to the 4700 Base Receiver Ports . . 6-5 Figure 6-2 Connecting t h e Ha rdw a re to the 4700 Rover Receiver Ports
(Internal Radio) . . . . . . . . . . . . . . . . . . . 6-11
Figure A-1 4700 Configuration for Static or FastStatic Survey with a
Conventional Tripod . . . . . . . . . . . . . . . . . A-3
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List of Figures
Figure A-2 4700 Base Station Configuration for an RTK Survey . . . . A-4
Figure A-3 4700 RTK Rover Configuration with Backpack . . . . . . A-6
Figure A-4 Cable Connections for an RTK Survey . . . . . . . . . . A-7
Figure A-5 Downloading Field Data Using the OSM IV Charger Unit . . A-8
Figure A-6 Field Download Connections . . . . . . . . . . . . . . A-9
Figure D-1 Port 2 Pinout Connector Diagra . . . . . . . . . . . . D-2
Figure D-2 Event Marker Input/1PPS Output Cable . . . . . . . . . D-3
Figure D-3 Remote Controller Event Marker Display . . . . . . . . . D-6
Figure D-4 Configuration File Event Marker Creation Screen. . . . . . D-7
Figure D-5 Time Tag Relation to 1 PPS Wave For . . . . . . . . . D-9
Figure D-6 Remote Controller 1PPS Output Display . . . . . . . . . D-12
Figure D-7 Configuration File Device - 1PPS Enable Screen . . . . . . D-14
Figure D-8 Configuration File Output - 1PPS Screen . . . . . . . . . D-15
Figure E-1 Simulated 4700 Receiver Front Panel . . . . . . . . . . E-4
Figure E-2 RTK Base Station Screen . . . . . . . . . . . . . . . E-7
Figure F-1 Configuration File Menu . . . . . . . . . . . . . . . F-4
Figure H-1 CommSet Dialog Box. . . . . . . . . . . . . . . . . H-5
Figure H-2 Internal Radio Properties Dialog Box . . . . . . . . . . H-6
Figure I-1 OSM IV Charger and Batteries . . . . . . . . . . . . . I-1
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List of Tables
Table 1-1 Baseline Observation Techniques . . . . . . . . . . . . 1-6
Table 2-1 4700 Indicator LED Data and Power Functions. . . . . . . 2-7
Table 2-2 4700 Port Pinouts . . . . . . . . . . . . . . . . . . 2-10
Table 2-3 System Defaults . . . . . . . . . . . . . . . . . . . 2-21
Table 4-1 FastStatic Survey Point Occupation Times . . . . . . . . 4-15
Table A-1 Conventional Tripod Equipment . . . . . . . . . . . . A-1
Table A-2 Optional Equipment . . . . . . . . . . . . . . . . . A-2
Table A-3 Recommended Items . . . . . . . . . . . . . . . . . A-2
Table A-4 Optional UHF Radio-Modem Equipment . . . . . . . . . A-4
Table A-5 Rangepole Equipment . . . . . . . . . . . . . . . . A-5
Table A-6 Optional Equipment . . . . . . . . . . . . . . . . . A-5
Table A-7 Micro-centered Antennas . . . . . . . . . . . . . . . A-13
Table A-8 Antenna Cable Options . . . . . . . . . . . . . . . . A-14
Table B-1 Static Survey Performance Accuracy (Postprocessed) . . . . B-1
Table B-2 Real-Time Kinematic Survey Performance Accuracy . . . . B-2
Table B-3 Post Processed Kinematic Survey Performance. . . . . . . B-2
Table B-4 4700 Receiver Physical Specifications . . . . . . . . . . B-2
Table B-5 4700 Receiver Technical Specifications. . . . . . . . . . B-3
Table B-6 4700 Receiver Electrical Specifications . . . . . . . . . . B-3
Table B-7 4700 Receiver Functionality . . . . . . . . . . . . . . B-4
Table C-1 NMEA Message Summary. . . . . . . . . . . . . . . C-3
Table C-2 GGA Message Fields . . . . . . . . . . . . . . . . . C-4
Table C-3 GST Message Fields . . . . . . . . . . . . . . . . . C-5
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List of Tables
Table C-4 GSV Message Fields . . . . . . . . . . . . . . . . . C-6
Table C-5 PTNL,GGK Message Fields . . . . . . . . . . . . . . C-7
Table C-6 PTNL, SYNC Message Fields . . . . . . . . . . . . . C-8
Table C-7 PTNL,PJK Message Fields. . . . . . . . . . . . . . . C-9
Table C-8 PTNL,PJT Message Fields . . . . . . . . . . . . . . . C-10
Table C-9 PTNL, VGK Message Fields . . . . . . . . . . . . . . C-10
Table C-10 PTNL, VHD Message Fields . . . . . . . . . . . . . . C-11
Table C-11 VTG Message Fields . . . . . . . . . . . . . . . . . C-12
Table C-12 ZDA Message Fields . . . . . . . . . . . . . . . . . C-13
Table D-1 Port 2 Pinout Functionality. . . . . . . . . . . . . . . D-2
Table D-2 Event Marker Input/1PPS Output Cable Pinouts . . . . . . D-4
Table E-1 Keyboard and Display Summary . . . . . . . . . . . . E-8
Table J-1 4700 Receiver Troubleshooting . . . . . . . . . . . . . J-2
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Preface
Welcome to the 4700 Receiver Operation Manual. This manual
describes how to install, set up, and use the Trimble 4700 GPS
receiver.
Scope and Audience
Even if yo u have used other Global Positioning System (G PS)
products before , we rec o mmend that you s pend some time reading
this manual to learn about the special features of this product. If you
are not familiar with GPS, we suggest that you read the booklet GPS,
A Guide to the Next Utility that is available from Trimble Navigation
Limited.
We assume that y ou are familiar with Microsoft Windows, and know
how to use a mouse, select options from menus a nd dialog boxes,
make selections from lists, and use online Help. For a review of these
techniques, refer to your Windows documentation.
The following sections provide a guide to this manual, as well as to
other documentation that you may have received with this product.
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Preface
Organization
This man ual contai ns the following:
Chapter 1, GPS Surveying Concepts, provides an overview of GPS surveying topics and the GPSurvey™ software as related to the 4700 receive .
Chapter 2, General Operation, describes the general operation and functionality of the 4700 receiver.
Chapter 3, Pre-Survey Planning, outlines the step s necessary to plan a GPS survey project.
Chapter 4, In the Field - Control Surveying, contains a summary of the steps involved in carrying out a GPS survey project using control surveying methods.
Chapter 5, Back in the Office - Postprocessing the Field Data, contains a s u m ma ry of the step s re qu ir ed for postprocessing GPS survey dat a .
Chapter 6, In the Field - Real-Time Kinematic Surveying, describes the steps involv ed in executing a GPS survey project using real-time kinematic surveying methods.
Appendix A, Typi cal Configurations, contains the typical configuration s for using the 4700 receiver in the field as well as for download ing the field data.
xviii 4700 Receiver Operation Manual
Appendix B, Specifications, includes tables that contain performance, physical, technical, electrical, and functional specifications for the 4700 receiver.
Appendix C, NMEA-0183 Output, describe the various NMEA messages, when output is enabled, that can be produced to aid integration with other sensors.
Appendix D, Event Marker Input and One Pulse Per Second (1PPS) Output Option, contains a descripti o n of the Event Marker and 1 PPS Output, and how they interface with the Port 2 pinout functionality.
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Preface
Appendix E, Remote Controller Software, provides an overview of the Remote Controller software with the 4700 receiver.
Appendix F, Configuration Toolbox, describes
a Windows application that provides a graphical user interface to configure the 470 0 receivers.
Appendix G, Using WinFLASH, describes the software package that communicates with Trimble products to perform various functions s uc h as software and option upgrades as well as certain diagnost ics.
Appendix H, Using the CommSet Utility, a communications setup utility for co nfigur ing Trimbl e radio modem products.
Appendix I, Office Support Module (OSM IV), describes the battery charger used for sealed lead-acid batteries in the Trimble hardware.
Appendix J, Troubleshooting, contains informat ion about troubleshooting the 4700 receiver.
Related Information
The following sections discuss other so urces of inform ation that introduce, extend, or update this manual.
Release Notes
The release notes describe new features of the product, information not included in the manuals, and any changes to the manuals.
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Preface
Update Notes
There is a warranty activation sheet with this product. Send it in to automatical l y receive update notes as they become available. These contain important information about software and hardware changes. Contact your local Trimble Dealer for more information about the support agreement contracts for software and firmware, and an extended warranty program for hardware.
Other Information
This section lists source s th at provide other us e ful information.
World Wide Web (WWW) Site
For an interactive look at Trimble, visit our site on the World Wide Web (http://www.trimble.com ) .
File Transfer Protocol (FTP) Site
Use the Trimble FTP site to send files or to receive files such as software patches, utilities, an d answers to freque nt ly asked questions (FAQs). The address is ftp://ftp.trimble.com.
You can also access the FTP site from the Trimble World Wide Web site (http://www.trimble.com/support/support.htm).
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Technical Ass istance
If you have a problem and cannot find the information you need in the product do cumentation, contact your local dealer.
If you need further assistance, contact the Trimble Technical Assistance Center (TAC) by phone, fax, or email. A support technician can help determi ne the cause of t h e problem and prov ide technical assistance.
To contact TAC: Phone: +1-800-SOS-4TAC (North America)
Preface
+1-408-481-6940 (International) Phones are answered from 6:00 am to 5.30 pm
Pacific Standard Time. Fax: +1-408-481-6020 Email: trimble_support@trimble.com When you contact TAC, provide the following inform ation:
The Trimble product name, any software or firmware version number(s), and if appropriate, the serial number.
Your specific question or problem. Please detail background information, such as the
configuration of your data collector or receiver, and the exact type, make, and confi guration of yo ur computer. If you have received error mess a ges , ple as e specify the exact wo r ding.
If you need to sen d a da ta file wi th your inquiry, please compress the file using PKZIP software by PKWARE, Inc., and name the file with the extension .ZIP.
Use one of the following methods to send the file:
4700 Receiver Operation Manual xxi
Attach the file to your email inquiry Put the file on the Trimble FTP site and include the file name
in your emai l inq uiry.
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Preface
Reader Comment Form
Thank you for purchasing this product. We would appreciate feedback about the documentation. Use the reader comment form at the back of this manual or, if this is not available, send comments and suggestions to the address in the front. All comments and suggestions become the property of Trimble Navigation Limited.
Document Conventions
Italics identify software menus, menu commands, dialog boxes, and the dialo g box fields.
MALL CAPITALS
S
identify DOS commands, directories, filenames,
and filename extensions. Courier represents messages printed on the screen. Courier Bold represents information that you must type in a
software screen or window.
Helvetica Bold
identifies a software command button.
[Ctrl] is an example of a hardware function key that you must press on a personal comput er (PC). If yo u must pres s more t han on e of t hese a t the same time, this is represented by a plus sign, for example, [Ctrl] + [C].
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Warnings, Cautions, Notes, and Tips
Warn in gs, cautions, notes, and tips draw attention to important information and indicate its nature and purpose.
Preface
M I
* F
Warning –
injury or unrecoverable data loss.
Caution –
damage or software error.
Note –
to increase your knowledge, or guide your actions.
Tip –
can help you make better use of the product.
Warnings alert you to situations that could cause personal
Cautions alert you to situations that could cause hardware
Notes give additional significant informati on about the subject
Tips indicate a shortcut or other time- or labor-saving hint that
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Preface
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1 GPS Surveyi ng
This chapter provides an overview of GPS surveying topics and the GPSurvey™ software as related to the 4700 receiv er. For a more detailed explanation of GPS surveying, refer to the GPS Surveying General Reference in the GPSurvey software documentation package.
Concepts
GPS surveying requires: the use of GPS hardware for data collection, proper field data-collection procedures, and software to process the field data and to generate the final product. It is n ot necessary to have a thorough understanding of all of the principles of GPS to use it. However, it is useful to become familiar with the basic GPS terminolog y a nd procedures.
The Global Positioning System (GPS) is a satellite-based positioning system system provides all-weather, worldwide, 24-hour position and time information. The satellites broadcast signals that can be tracked by receivers for positioning and navigation pu r poses. The positioning accuracy of GPS ranges from 100 meters to less than 1 centimeter, depending upon the equipment and techniques used.
operated by th e U.S. Departm ent of Defense (DoD). This
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GPS Surveying Concepts
1.1 Number of Visible Satellites
The Global Positioning System is designed so that at least four satellites are ab ove the loc al horizon at a ll times. Normally, there are more than four satellites visible. Because the satellites are orbiting, satellite geometry changes throughout the day, but generally repeats from one day to the next. In general, as possible. The number of sat ellites above the local horizon and the relative position of t he satellites wit h respect to o ne another is important. The ide al situation is to h ave as many satellites as possible and to have a satellite in each quadrant of the sky and one directly over the project area.
Low elevation satellites present problems for a GPS receiver. The amount of atmo sp here that the GPS signa l s must travel through increases for low elevation satellites, and this adversely affects the GPS signal. These low elevation satellites have lower signal-to-noise ratios, and signal multipath tends to be worse.
to track as ma ny sa te llites
plan
1
Satellite geom etry directly impacts the ability of the 4700 receiver to initialize during an RTK survey. When the 4700 receiver is trying to initialize for an RTK sur vey, at least 5 satellites must be visible. This is because 4 sa te llites are a mathe matical minimum for initializat ion, and the system cannot check itself with only 4 satellites. With data from 5 satellites, there is some redundancy, or extra information in the computation for internal checking. The more satellites available, the faster the 4700 receiver can initialize.
1.2 E levation Mask
The Elevation Mask is the cutoff angle for satellite tracking. The receiver ignores satellites below the Elevation Mask. The default Elevation Mask when surveying with the 4700 receiver is 13°, which works well for most sites.
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1
1.3 Logging Rate
The default logging rate for the 4700 receiver is 15 seconds. This is considered the optimal epoc h interval for Static and FastStatic data collection . T o increase precision, incr ea se the observation period rather than re d u ci ng the logging or epoch rate.
1.4 Environmental Factors
Environmental factors that impact GPS measure me nt qu ality include:
ionospheric activity tropospheric delay signal obstructions multipath radio frequ ency (RF) interf erence
GPS Surveying Concepts
High ionospheri c activity caus es rapid changes in GPS signal delay, even between closely spaced receivers. Ionospheric activity is most extreme at the polar and equatorial regions, and varies along an 11­year cycle. During periods of high ionospheric activi ty, real-time kinematic initialization performance can be degraded in the time-to­initialize and in precision of the results.
Tropospheric delay is modeled within the 4700 receiver. The tropospher e delay occurs when the GPS signal travels through the lower part of the atmos p he re and varies with weath er co nd itions, hei ght abov e sea level, and sate lli te el eva tion angle. A ba se receiver loc ated in a sunn y valley experie nces different tropo spheric d elays than a rover located at the top of a cloud-covered mountain. Initialization and baseline accuracy are affected by troposphe ric delay. If possible, try to locate the base station at approximately the same elevation as the rover.
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GPS Surveying Concepts
Signal obstructions limit the number of visible satellites and can also induce signal multipath. Flat metallic objects located near the antenna can cause sig nal reflection befor e rec ep ti on at the antenna. For phase measurements and RTK positioning, this effect is on the order of 1 to 5 centimeters. Multipath effects on the roving antenna are transient, while a static base station can experience slowly changing errors. Ideally, the base station should be located in a clear environment with an open view of the sky.
1.5 GPS versus Conventional Surveying Techniques
The following are advantag es of GPS over conventional surveying technique s:
Line-of-sig ht be tween station s is not required. GPS accuracy is subject to little degradation by weather (rain,
snow, high or low temperatures, or humidity).
1
GPS is faster than conventional methods. GPS provides results in a unified world coordinate system. GPS results are digital and easily transferred to mapping or
GIS systems.
There are many options for observing GPS baselines
For example,
.
GPS surveys can be conducted either as postprocessed surveys or real-time kinematic (RTK) surveys.
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1
1.5.1 Postprocessed Surveys
In postprocessed surveys, data is logged in the receiver or in a handheld data col le ctor, then dow nl o a de d to a com pu ter and processed using specially designed software, such as GPSurvey.
When data is collected for postprocessing, there are a number of different data collection techniques. The terms Static, FastStatic, and kinematic re fe r to different methods o f co llecting data in the field. Postprocessed kinem at ic surveys can incl ud e both stop-and-go kinematic and continuous kinematic.
1.5.2 Real-Time Kinemat ic Surveys
The 4700 receiver can be used with a TSC1 handheld controller to perform re al-time kinematic (RTK) surveys. Examples of typical real­time surveying applications are: stakeout, monument recovery, and topographic surveys. In real-time kinematic surveys, data processing occurs in the field as data is logged, providing immediate results in the form of coordinates in the handheld data collector.
GPS Surveying Concepts
Real-time surveys are kinematic surveys with a communications link (radio) between the ba s e receiver and rover. Like the p ostprocessed kinematic technique, RTK can include stop-and-go data collection and continuous data collection. Real-time surveys with the 4700 receiver always require a TSC1 controller at the rover station.
The 4700 receiver uses real-time kinematic positioning to achieve accuracies at the centimeter level. Kinematic GPS employs at least two r eceivers that track the sam e satellites si multaneously. This technique requires carrier phase observables, and it can benefit significantly from dual frequency receivers for initialization purposes. This is because carrier phase measurements contain integer phase ambiguities that must be correctly resolved or initialized to obtain the highest precision. The add itional data logged from the second frequency facilitates faster resolution of th es e ambiguities.
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GPS Surveying Concepts
The 4700 receiver tracks the L1 C/A code and full cycle L1 and L2 carrier phase observables, even during per i ods of P-code encry p tion. The 4700 receiver also uses on-the-fly (OTF) ambigu ity resolution techniques to provide initi al iz a t ion while the receiver is moving. This provides maximum efficiency in the field and avoids traditional postprocessing techniques or time-consuming reoccupations in the field.
A minimum of 5 satellites are required for OTF initialization, which is normally achieved in under one minute. Once initialized, a minimum of 4 satellites must be tracked to avoid reinitialization of the system.
1.5.3 GPS Surveying Methods
Table 1-1 lists the basic types of data collection for the 4700 receiver.
Table 1-1 Baseline Observation Techniques
1
Baseline Observation Techniques Using Dual- Frequency GPS Receivers
Static long baselines an d high-ord er control
FastStati c local surveys wh ere high produ ctivi ty is
Stop-and-Go Kinematic high productivity on local sites with few
Continuous Kinematic topographic surveys in lar ge open areas
Real-time Kinematic (RTK)
Best Suited For
work
required, but many obstructions between stations exist
satellite obstructions
and dynamic (moving) platforms stakeout, detail, and topographic
surveys on local sites with fe obstructions
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