Horizon KRONOS 100 Operation Manual

---- KRONOS100 integrated surveying GPS receiver
Operation Manual
CONTENTS
CHAPTER I RECEIVER & ACCESSORIES ........................................................................................................ 4
1.1 RECEIVER ..........................................................................................................................................................................4
1.2 ACCESSORIES ....................................................................................................................................................................4
1.2.1Controller ................................................................................................................................................................ 4
1.2.2 Battery and Charger ......................................................................................................................................... 5
1.2.3 Tribrach & plummet .......................................................................................................................................... 6
1.2.4 Communication cable ........................................................................................................................................ 7
1.2.5 Soft bag ................................................................................................................................................................... 7
1.3 SOFTWARE OF KRONOS100 GNSS SURVEY SYSTEM .............................................................................................7
CHAPTER II PREPARING WORK ..................................................................................................................... 9
2.1 WORKING MODE OF KRONOS100 RECEIVER ...........................................................................................................9
2.2 GRAPH DESIGN OF NET ...................................................................................................................................................9
2.3 WORKING RANGE .......................................................................................................................................................... 10
2.4 FIX THE RECEIVER IN THE FIELD ................................................................................................................................ 11
2.5 HOW TO MEASURE ANTENNA HEIGHT ....................................................................................................................... 11
2.6 NOTICE OF USING KRONOS100 RECEIVER ............................................................................................................ 11
CHAPTER III OPERATION IN THE FIELD .................................................................................................. 13
3.1 MAIN INTERFACE ........................................................................................................................................................... 13
3.1.1 Initialize interface ........................................................................................................................................... 13
3.1.2 System interface ............................................................................................................................................... 13
3.2 OPERATION IN THE FIELD ............................................................................................................................................ 18
3.2.1 AUTO Mode ......................................................................................................................................................... 18
2.2.2 MAN. Mode Collecting ..................................................................................................................................... 20
2.2.3 LED mode ............................................................................................................................................................ 22
CHAPTER IV KRONOS100 DIFFERENTIAL GPS SYSTEM ..................................................................... 23
4.1 WORKING MODE .......................................................................................................................................................... 23
4.2 THE INITIALIZATION INTERFACE ............................................................................................................................... 23
4.3 STEPS OF FIELD WORK ................................................................................................................................................ 23
4.4 DYNAMIC POST-PROCESSING SOFTWARE ................................................................................................................... 28
4.4.1 Software start-up & operation brief ......................................................................................................... 28
4.4.2 Main menu & function introduction ......................................................................................................... 28
CHAPTER V MANUAL OF KRONOS STATIC MANAGER ......................................................................... 32
5.1 BRIEF INTRODUCTION .................................................................................................................................................. 32
5.1.1 Import record data .......................................................................................................................................... 32
5.1.2 Device Setting.................................................................................................................................................... 33
5.1.3 Register ................................................................................................................................................................ 33
5.1.4 Firmware Upgrade .......................................................................................................................................... 35
APPENDICES ...................................................................................................................................................... 38
A SPECIFICATION .............................................................................................................................................................. 38
B STANDARD PACKING ..................................................................................................................................................... 39
Chapter I Receiver & Accessories
1.1 Receiver
KRONOS100 receiver integrates antenna, circuit board and main board in a single housing. The waterproof, dustproof and drop resistant housing allows it to operate in the toughest environments. The Kronos 100 is built with simplicity and durability in mind.
Figure 1-1 KRONOS100 receiver
The front panel consists of a large LCD color display, four display LEDs and two buttons. The four LEDs are RX/BAT/REC/SAT. RX is the controller communication LED, and shows whether the controller is connected or not. BAT is the power LED. REC is showing recording interval. These LEDs will indicate when you select LED mode (LED mode, please refer to chapter III). SAT is the satellite indicator LED. These are two keys on receiver, one is power key, and another is S key, the function of which is to communicate with controller.
For initial connection between controller with receiver, press S key once, then press any button on controller to establish connection between receiver and controller. To clear the connection, press and hold S key.
Battery slot is in the side of the receiver. There is one port in the back of receiver, which uses a 7pin connector, to communicate with PC and download raw data from receiver to PC.
1.2 Accessories
1.2.1Controller
This controller has 16 keys. Number keys from 0-9. There are four function keys: F1, F2, F3 and F4. The other two keys, Fa and Fb, currently not in use.
Figure 1-2 Controller
1.2.2 Battery and Charger
A. Battery The receiver uses rechargeable lithium batteries. It can last 7.5 hours continuously and needs five hours to recharge.
Figure1-3 lithium-battery
Installing the battery
1. Open the cover of batteries slot, see the following figure:
Figure 1-4 open the cover
2. Install the batteries, see figure 1-4.
Please push this button towards to bottom
Figure 1-5 The Battery compartment
Battery Charger When recharging battery, the LED will display red. When batteries are fully charged, the LED will display green. If the charger does not connect with battery, the LED is also red.
Figure 1-5 Chargers
1.2.3 Tribrach & plummet
KRONOS100 GPS receiver uses standard optical tribrach & plummet
Figure1-6 tribrach &plummet
1.2.4 Communication cable
KRONOS100 receiver uses a USB cable to connect to PC. One end has 7pins, and there are two connectors on the other end, a COM connector and a USB connector. The USB port is used to connect receiver to PC, and download data from receiver. The COM port is used to upgrade firmware for the receiver.
Figure 1-7 communication cable
1.2.5 Soft bag
KRONOS100 soft bag is a durable soft casing to carry and store the KRONOS 100 receiver.
Figure 1-8 Soft bag
1.3 Software of KRONOS100 GNSS Survey System
A. Firmware software This is the firmware software, used to record raw data in the field. B. Downloading software (KRONOS STATIC MANAGER) It is used to download data from receiver to computer and to register code for receiver. C. Post-processing software This software is used to process and adjust the raw data recorded in receiver.
Figure 1-9 post processing software
Chapter II Preparing work
2.1 Working mode of KRONOS100 receiver
GPS working mode is the working measure adopted to ensure the relative position between observation stations by use of GPS orientation technology. Different working mode has different working measure and different time interval of observation. KRONOS100 GPS surveying system is mainly used in control survey, which adopts static carrier wave relative orientation mode.
2.2 Graph design of net
The net design mainly subject to the users’ requirement, but outlay, time interval of
observation, type of receiver and the receiver amount, etc also relate to the net design. In order to satisfy the users’ requirement, we should keep the principle as follows:
1. GPS net normally forms closed graph by independent observation borders, such as triangle, polygon or connecting traverse, etc, to add checking conditions and to improve the net consistency.
2. When designing the net, the net point should be superposition with the original ground net points. The superposition points are generally no less than three and distribute evenly on the net in order to ensure the changing parameters between GPS net and local net.
3. GPS net point should be superposition with the level points, and the other points are normally united—surveyed with level surveying way or the equivalent way. You can also set some level united—surveying points in order to offer geoid’s information.
4. In order to observe and level united survey, we often set GPS net points at a clear and easy arriving field.
5. We often distribute some well eyeshot azimuth points around GPS net to ensure united survey direction. The distance from azimuth to observation station should be more than 300 meters. According to different purpose of GPS surveying, independent observation borders of GPS net should compose definite geometry graph. The basic graphs are as follows: 1 Triangle net The triangle in GPS net is composed of independent observation borders, it has strong geometry structure and well self-checking ability, it can also find out the coarse difference of result and to share the difference to each KRONOS100line with adjustment. But this net need a lot of observation, especially when receivers are lacking it will greatly prolong the observation time. So only when accuracy and security are required very high, and receivers are more than three, we can use this graph, see fig 2-2.
2. Circle net Circle net is composed of many loops which are formed of many independent observation borders. This net is similar with one of the classical surveying-- lead net. Its structure is a little worse than triangle net. The amount of KRONOS100 lines in closed loop decides the self--checking ability and consistency. General speaking, the amount of KRONOS100 lines has such limit as follows:
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The advantage of circle net is the small workload, good self-checking and consistency. But the main disadvantage is that the accuracy of indirect-observed border is lower than that of direct-observed border, and the KRONOS100 line accuracy of neighbor points distributes unevenly. In field surveying, we usually use annexed traverse as special example according to practical situation and the net usage. This requirement for this traverse is the high accuracy for the known vectors between two point ends. Furthermore, the amount of annexed traverses cannot exceed the limits.
Fig 2-1 triangle net Fig 2-2 circle net
3. Star shape net Star net has simple geometry graph, but the KRONOS100lines of it mostly don’t compose a closed graph, so it has a bad checking ability and consistency. The advantage of this net is that it only needs two receivers, the work is very simple, so it is mostly used in the quick surveying as quick static orientation and kinematical orientation. This working mode is widely used in project layout, border surveying and GIS surveying, etc.
Figure 2-4 star net
2.3 Working range
The accuracy of satellite signal received with GPS receiver can reach millimeter level, but due to the signal suffers ionosphere and troposphere infection when transmitting through aerosphere, the accuracy will be depressed. To settle this problem, we adopt adjustment by use of two receivers to observe one KRONOS100line at the same time, thus the influence of ionosphere on observation can be mostly counteracted. The shorter of KRONOS100line, the better is the effect, so we suggest KRONOS100line is not more than 20 kilometers when designing.
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2.4 Fix the receiver in the field
Steps of fixed receiver:
1. You can mount a tripod on a selected point. Please make sure the surrounding meet
these conditions: avoid under shade and building, keep away from reflecting things and electromagnetism interfering, etc.
2. Open the instrument case firstly; then take out plummet and the tribrach and mount on
the tripod, center and level the plummet & tribrach on the surveying point.
3. Take out receiver, fix it on the plummet & tribrach and lock it tightly.
2.5 How to measure antenna height
After fixed the instrument, user should measure antenna height at the beginning and the
end of every period of time to ensure the accuracy “mm” level. We usually measure from the
center point on the ground to the center waterproof loop of antenna. That is an inclined height. Please refer to fig 2-5.
Fig2-5 Measuring antenna height
We use a formula to calculate antenna height.
H h R h
202
0
(2-3)
“h” is the inclined height that measure from point on the ground to the waterproof loop of antenna.
R
0
is the radius of antenna.
h
0
is the distance from antenna phase center to the middle of antenna.
H is the calculation result. We usually measure antenna height twice and adopt the average.
Attention: We input the inclined height as the antenna height, which is the inclined distance from point on the ground to the waterproof loop of antenna.
2.6 Notice of using KRONOS100 receiver
When you use KRONOS100 receiver, please pay attention to the following items.
1. You must operate according to this manual to ensure the required result. For example, when you select surveying point, you should avoid shade, buildings, interfere fountain and so on.
2. The receiver should not work under low power; otherwise, the data quality cannot be
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ensured.
3. When conveyed the mainframe, please be careful.
4. Please ensure that receiver should be used once every three month. Otherwise, the data stored in the EMS will be lost, and when you use the receiver next time, the receiver will take a long time to initialize .
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