Javad TRIUMPH-LS User Manual
  1. Manuals
  2. Brands
  3. Javad Manuals
  4. Receiver
  5. TRIUMPH-LS
  6. User manual

Javad TRIUMPH-LS User Manual

Hide thumbs Also See for TRIUMPH-LS:
Table of Contents

Advertisement

Quick Links

Download this manual
U S E R S G U I D E T O T H E T R I U M P H - L S
E
Version 20160121

Advertisement

Table of Contents
loading

Related Manuals for Javad TRIUMPH-LS

Summary of Contents for Javad TRIUMPH-LS

  • Page 1 U S E R S G U I D E T O T H E T R I U M P H - L S Version 20160121...

  • Page 2: Table Of Contents

    Entering Offset Points ..............79 What’s in the box? ................4 Modifying the Alignment ............80 Conventions..................5 Staking ....................81 Charging the TRIUMPH-LS ............6 Stake Settings ................81 Monitoring the TRIUMPH-LS ............6 Stake Modes ................... 87 Data Storage ..................7 Using ShapeTags and Codes ........... 92 Mobile Telecommunications ............7...
  • Page 3 Ancillaries ................159 TRIUMPH-2 + Charging Kit ............159 12v Battery + Charging Kit ............160 HPT401BT + Charging Kit ............161 Accessories ................162 Appendices ................163 Appendix A - Blinking LEDs ............163 Appendix B - NGS AntCal Data ..........165 www.javad.com Table of Contents...

  • Page 4: Introduction

    TRIUMPH 2 chip at the USB Cable, A/microB heart of it all. Refer to this USERS GUIDE while familiarizing yourself with the TRIUMPH-LS and be sure to check for digital updates to this document on the website. 1/4” to 5/8” Adapter What’s in the box?

  • Page 5: Conventions

    More detailed information on many subjects pertaining to the use of the TRIUMPH-LS can be found in the back of this guide including trouble shooting and where to find help. www.javad.com...

  • Page 6: Charging The Triumph-Ls

    Charging the TRIUMPH - LS Monitoring the Temperatures and Batteries When the TRIUMPH-LS is turned off and charging, the four LEDs will keep you apprised of its charging progress for When the TRIUMPH-LS is turned on and both of the individual battery packs as illustrated below.

  • Page 7: Data Storage

    In addition to the internal solid state data storage on If you work in areas with good cell coverage that also the TRIUMPH-LS, you will also want to use the provided happen to have Real Time Network (RTN) services from microSD card as a backup for your field data.

  • Page 8: Warnings

    Did moving the receiver away from the computer eliminate the High Interference! warning? The TRIUMPH-LS is a remarkably sensitive instrument to your invisible environment and can help you stay alert to problems as soon as they arise. Listen to it.

  • Page 9: Attaching An External Uhf Antenna

    UHF antenna. Begin by attaching the external antenna. In this image, we see the 2.5 dB gain antenna attached to the TRIUMPH-LS. For the purposes of this discussion it is assumed that you have already attached the external UHF antenna, are in the field, the LS is powered on, that it’s setup as the RTK...

  • Page 10: Timing

    Assign Action U1 Screen - Available Options www.javad.com Introduction...

  • Page 11: Interference

    - even when you’re tremendously in your evaluation of the getting fixed positions! The sophisticated hardware and quality of the data that you’re collecting software contained in your TRIUMPH-LS is not only capable and the health of the receiver. When www.javad.com Introduction...

  • Page 12: Print Screen

    The unique calibration profile for your receiver is also stored on the Javad GNSS server as backup. Should you ever need to, your receiver’s internal antenna calibration profile can be restored using an Internet connection.

  • Page 13: Locks

    You can immediately play back the audio notes with a couple of taps. From Home screen, Files, then if collected with points at the same time, tap the top row Audio Files to pick. You may want to mute your TRIUMPH-LS if you turn on auto record. Mute...

  • Page 14: Calculator

    Calculator Flashlight Access J-Field ‘s Calculator from The TRIUMPH-LS has a fantastic Home screen featuring trig and built-in LED flashlight on its log functions. The calculator bottom surface. also is able to quickly calculate the perimeter and area for two...

  • Page 15: Calendar

    You may elect to utilize the default Project naming schema found on the TRIUMPH-LS. Alternatively, you can configure out of ease of use and convenience and then later, rename one of the User Defined Boxes available for the user’s it to your specific job filing system.

  • Page 16: Gnss Interference

    LED being lit. Its still possible that you may be able to obtain positions in such difficult environments; however, you’ll likely need to remain in that location for longer periods of time. www.javad.com Introduction...
  • Page 17 Introduction...

  • Page 18: Field Setup

    Bluetooth connection between the RTK base and the radio and lastly 3) the higher the antenna, the further the line of sight distances will be allowed which is one element effecting the range of the rover while still receiving corrections. www.javad.com Introduction...
  • Page 19 With regard to the first item, I asked Javad how close is too close when it comes to setting up the radio and here is his Finally, if you don’t have an FCC license for your radio, response: you really need to read Mark Silver’s excellent article...
  • Page 20 FORE POWERING THE RADIO!!! 1-watt radio HPT401BT with standard mounting bracket attached clipped onto the tripod leg. This radio has an Standard bracket integral battery and no other power source is needed in the field for the HPT401BT. www.javad.com Introduction...

  • Page 21: Setting Up The Rtk Base

    Once the base is set up, power on the TRIUMPH-2 and if recording data, be sure to press the record button. Refer to Appendix A for an explanation of the Blinking p. 163 LED lights on the TRIUMPH-2. www.javad.com Introduction...

  • Page 22: Internal Antenna Offsets

    5.00’ . The top surface of the pole is less than 5.00’ . This is the TRIUMPH-LS on the same prism pole. The brass adjustment unchanged, however the prism nodal point...

  • Page 23: Set Up The Rtk Rover

    This is also where the benefits of having an external UHF The re-initiated radio communications will be seen in the antenna attached to the TRIUMPH-LS can be seen allowing UHF Radio Status screen; i.e., their respective RSSI and your signal gain to increase without worry in exceeding...
  • Page 24 RSSI. Note that when returning to the UHF Radio Status screen the communications will once again be re-initiated so expect a little delay of several seconds before Received, Lost, RSSI and the other dynamic values become updated. www.javad.com Introduction...

  • Page 25: Connect With 3G

    Depending on the options that you purchased with your other RTK surveyors in your region and what will work best TRIUMPH-LS, you may or may not have received an RTK for your locality and general cell coverage. Base receiver and UHF radio. Or, there may simply be occasions when working in an area with good cell coverage If you’ve never gotten a cell phone before, you’ll be happy...
  • Page 26 OFF. The reason for doing this is because of the hierarchy of connections afforded the TRIUMPH-LS and in the order as shown across the top of the Home screens. This means that a WiFi connection maintained within its range of coverage will be utilized before the 3G connection should both means of communication be enabled at the same time.
  • Page 27 With blue bars showing in the 3G icon and the 3G status screen also showing signs of life, we can move to the next step in getting your Triumph-LS up and running as an RTK Rover using a cell connection.

  • Page 28: Collect

    Collect icon on the Home screen or by pressing the quickly transfer coordinates by copying or moving a point hardware Collect button in the bottom row of buttons on to another Page with the desired coordinate system. the TRIUMPH-LS. www.javad.com Collect Screens...
  • Page 29 Enter Point Name. The Point Name will be auto incremented. 6. Point Description Shows the estimated remaining battery time in HH:MM format. Tap it to see details about the battery operation and temperature history in different parts of the unit. Enter the Point Description, if any. www.javad.com Collect Screens...
  • Page 30 Tilt Compensation – On Tilt Compensation – Off Lift mode – On Lift mode – Off Tilt mode – On Timed mode – On Tap this button to open the Action Group Setup screen and modify the collection parameters. www.javad.com Collect Screens...
  • Page 31 Data collection begins when the Start icon is taped or the hardware Start button is pressed. When Lifted Data collection begins when the tilt of the TRIUMPH-LS is less than 5º and the unit is stationary for 3 seconds. Proximity Sensor How to Stop sets the method used to stop the collection of data.
  • Page 32 3D RMS accuracy. If the selected accuracy is less than or equal to the Required Accuracy the point will automatically be accepted, otherwise it will be rejected. You will not be prompted with the Accept and Reject buttons in this mode. www.javad.com Collect Screens...
  • Page 33 Action Setup screen: The level sensors are sensitive to the internal temperatures of the TRIUMPH-LS. To fine tune the level calibration, a Level Offset calibration needs to be done. It is located in the Action Setup menu. It is necessary to re-preform this calibration as the internal temperature of the TRIUMPH-LS changes.
  • Page 34 Once plumb, press the Calibrate button. A 3 second TRIUMPH-LS and the rover pole. It is also used to correct delay before the calibration begins will occur to you allow the fluctuations in the level readings that occur due to you level and steady the rover pole and TRIUMPH-LS.
  • Page 35 Collect Action As the internal temperature of the TRIUMPH-LS changes, the Level Offsets will need to be recalibrated. A temperature/ On the top row of the Collect Action screen (from the left to offset table is planned to be implemented in the future to right) are the following buttons: reduce the frequency of needed Level Offset calibrations.
  • Page 36 Point/Line/Curve/Trajectory/Shift This is below the Start button. Tap it to select which shape you want to collect. These features are explained fully in the built in help menu in the TRIUMPH-LS. Press the Help hardware button to access it. www.javad.com...
  • Page 37 The Zoom IN and Zoom Out buttons are shown in the bottom right and left corners. They can be held down to zoom in and out faster. The “+” and “-” hardware buttons function the same. User Defined Boxes (Whiteboxes) Reject / Accept www.javad.com Collect Screens...
  • Page 38 Collect Prepare screen. To Review or Edit a point, first you need to select that point and center it on the screen. The List (select via list), Near (the nearest point), Next (next to the www.javad.com Collect Screens...
  • Page 39 Collect Screens...

  • Page 40: Stake Out

    The three modes, and their associated prepare screens are shown below. Point Stake Prepare Screen: Used for all manner of point Stake Here: Staking tools useful for a wide variety of situations, ranging from simple to complex. www.javad.com Stake Out Points...

  • Page 41: Stake Out Points

    “Use All Points On Page”. With this setting, when the user chooses any point in the data base to stake, J-Field will then proceed with staking the rest of the points on the particular page that the selected point is located upon. www.javad.com Stake Out Points...
  • Page 42 Nearest Point on the map screen if the user has a check mark placed on selected, and the entire staking list re-ordered based upon the “Stake Linework” option, of the “View Attributes” screen. your new location. www.javad.com Stake Out Points...
  • Page 43 Stake Traverse list includes. This can be accomplished by setting the “Max Points in Sequence”, which is shown below, to a value that works for your situation. www.javad.com Stake Out Points...
  • Page 44 If the user simply taps second, a keyboard will pop up, and the user can type in the the “Select Point” button, they will be presented with the list desired number to stake. method of point selection. www.javad.com Stake Out Points...
  • Page 45 “Next” button turn active, press NEXT to select the point, and stakeout will then be in progress. Using either method, once the point is selected, the user will be then shown the Stake Map screen, and stakeout will be in progress. www.javad.com Stake Out Points...
  • Page 46 White Buttons. White buttons allow the Button pallet screen to be customizable by the user. The White Buttons shown on the above screen is simply what this author has chosen for his personal use. You may easily configure www.javad.com Stake Out Points...

  • Page 47: Guide Command

    The White Buttons which you select, and their location on the screen is unique to the Setup profile which you have loaded. You may therefore have different White Button layouts saved, dependent upon your specific setup profile. www.javad.com Stake Out Points...
  • Page 48 (live video cannot be captured in this format, and is not depicted herein). There are more graphical options available if you press the Stakeout Guidance Settings button. Make changes to suit your needs. www.javad.com Stake Out Points...
  • Page 49 The Left/Right and Ahead/Back values are based upon the internal compass, whereas the North/ South, and East/West values are dependent upon your selected coordinate system. As you approach, you will see a “traffic cone”. www.javad.com Stake Out Points...
  • Page 50 Depending on your needs for accuracy, you may set the tack 0.036’ ahead as indicated. Press “Reject”, re-plumb your rod, and press “Start” to repeat the measurement at the actual tack location. In my example, I simply pressed Accept. The results of which are discussed below. www.javad.com Stake Out Points...

  • Page 51: Staking Lines And Arcs

    You can also use the Edit Alignment command to modify any existing alignments, or the Create Alignment command to create an alignment based upon design plan information. It is anticipated in this section of the manual, that the user is interested in simplicity. www.javad.com Stake Out Points...
  • Page 52 Line button. keyboard. Press enter to complete. Pressing it will bring up the following screen. Line By 2 Points For more optional methods to define the line, just tap the www.javad.com Stake Out Points...
  • Page 53 If you select “Copy Position From Map”, you will be presented the Map View. Pan the screen so that the desired point snaps to the center crosshairs, and then press the top right OK button. www.javad.com Stake Out Points...
  • Page 54 An alignment name will be suggested, based upon the point numbers entered. This alignment can also be used in the future by retrieving it with the Open Alignment command www.javad.com Stake Out Points...
  • Page 55 Provide a memorable name, and press OK. Press “Polyline From List” to select a polyline from the database. Press OK, you will then see the Preview Screen. Polyline List tool will then be presented. In this www.javad.com Stake Out Points...
  • Page 56 You will note that the White box values for DTT, North/East and East/West, as well as Ahead are not populated in this mode. The Left/Right White box indicates direction and distance to the line. www.javad.com Stake Out Points...
  • Page 57 The map based selection screen will then appear. Pan the map so that you are “highlighting” the desired polyline. There are many additional configurations which can be made on this screen. For our purpose here, simply press Preview. www.javad.com Stake Out Points...
  • Page 58 The final Preview screen will appear, now press Stake on the bottom right. Answer Yes to the Start Stakeout Question, and the Stake Map screen will appear. www.javad.com Stake Out Points...
  • Page 59 Stake Out Points...

  • Page 60: Stake Out Alignments

    Creating Vertical Alignment ( p. 71 Defining Cross-Sections ( p. 76 Entering Offset Points ( p. 79 Modifying the Alignment ( p. 80 Staking ( p. 81 Stake Settings ( p. 81 Stake Modes ( p. 87 Figure 1 www.javad.com Stake Out Alignments...
  • Page 61 Offset Points - arbitrary points, which at time of alignment key-in are specified by station and offset Vertical Alignment — definition of the alignment www.javad.com Stake Out Alignments...

  • Page 62: Tutorial - Creating An Alignment

    In the next screen, enter a name for the new align- ment (e.g. “Demo” as in the screenshot) and tap Done (Figure 4). Figure 2 Create a new Project. All work with alignment is done within current Page, which must be assigned www.javad.com Stake Out Alignments...

  • Page 63: Creating Horizontal Alignment

    Use “Alignment” button to save current alignment vertical alignment, cross-sections, offset points) is under another name. empty, first entering an editing screen implicitly cre- Entering all four alignment components mentioned ates an element of the corresponding component, www.javad.com Stake Out Alignments...
  • Page 64 Figure 9 Now we have set starting point of the horizontal For our example, we will need a 50 m line at 18° az- alignment (Figure 8). We do not alter the point coordi- www.javad.com Stake Out Alignments...
  • Page 65 As it has been already mentioned, all edited data is saved immediately. Now we can tap the “Preview” button to go to the Preview screen and look at what we have entered (Figure 11). Figure 12 www.javad.com Stake Out Alignments...
  • Page 66 (acting the same way on dius): editing screens of all four alignment components) to • TC - “Tangent to Curve” transition: Start Radius is move between already entered sections: infinite, End Radius is arbitrary finite value www.javad.com Stake Out Alignments...
  • Page 67 When you enter necessary values, tap “OK” button to apply computed radius and arc length to current arc section and return back to editing alignment. Other- wise, tap “Esc” to return to editing alignment without modifying current arc section. www.javad.com Stake Out Alignments...
  • Page 68 “Locked”). Tap “Esc” to return to editing alignment Radius) are defined by Chord Direction, Chord without modifying current section. Length and Start Direction • In “locked” state, arc parameters (including Start Direction) are defined by Chord Direction, chord length and Radius www.javad.com Stake Out Alignments...
  • Page 69 Figure 19 The spiral is already set to “Curve to Tangent transition” type, starting with curvature radius of 150 m and end- ing with zero curvature. We only have to change the www.javad.com Stake Out Alignments...
  • Page 70 Each tick is marked with corresponding sta- points at the alignment point with the station val- tion value and joint type: www.javad.com Stake Out Alignments...

  • Page 71: Creating Vertical Alignment

    “Preview” to go to the Preview screen and with the help of coordinates indicated at low- er right corner verify that the whole alignment has changed its position without changing shape. Figure 22 www.javad.com Stake Out Alignments...
  • Page 72 Next, we will enter a level line smoothly blending into a slope and back to level. Like with horizontal alignment, tap the “New Section” button to create first section (see Figure 23). Figure 24 www.javad.com Stake Out Alignments...
  • Page 73 List screen and create another Now our screen looks as shown in Figure 25. transition parabola via copy. Tap the “List” button at the upper right corner of the screen. Figure 25 Figure 27 www.javad.com Stake Out Alignments...
  • Page 74 In our case, entering the section directly would have been faster than copying it this way, but this function may be helpful if you need to enter e.g. some hori- zontal transition spiral with complicated values more www.javad.com Stake Out Alignments...
  • Page 75 The picture has changed. First of all, the Vertical Align- ment panel is no longer empty. It shows the vertical alignment profile (scaled unevenly, so it best fits both horizontally and vertically). The profile is separated by blue lines denoting section joints. Moving cursor in www.javad.com Stake Out Alignments...

  • Page 76: Defining Cross-Sections

    Summary screen and tap the “Cross-Sec- Tap left “Add Segment” ( ) button to add first seg- tions” button). You will see the screen shown in Figure ment (Figure 34). Current implementation supports up to 5 segments for each cross-section side. www.javad.com Stake Out Alignments...
  • Page 77 Figure 36 (Figure 35). Note: The “Distance” field denotes distance from pre- vious segment, not from centerline. So when we enter segments with distances 6 and 5 m, it means that the www.javad.com Stake Out Alignments...
  • Page 78 Tap “Preview” and see that the left side of the align- displayed next to cursor in the Cross-Section panel. ment is complete (Figure 38). Figure 37 Figure 38 Tap “Esc” to return to editing the cross-sections. Tap “Esc” to return to editing screen again. www.javad.com Stake Out Alignments...

  • Page 79: Entering Offset Points

    Our two points will have equal code “Post”, station value of 1+15, and offset values of +7.5 and -7.5 m respectively, so it is better to use “Copy” button to create the second point and change only offset value (Figure 42). Figure 40 www.javad.com Stake Out Alignments...

  • Page 80: Modifying The Alignment

    Modifying the Alignment tent and smooth (Figure 45). Finally, let us do small editing test. Return to the Alignment Summary screen and tap the “Alignment” button, which is equivalent to conventional “save as” www.javad.com Stake Out Alignments...

  • Page 81: Staking

    ) button in Preview screen. Figure 47 Let us review settings on both these screens. “Station Format” and “Snap to Centerline in Stake- Here Mode” are global settings, which influence all alignments. Changing all other settings affects cur- www.javad.com Stake Out Alignments...
  • Page 82 — sample by the “Offset” value, as shown (for shown in Figure 49. example offset value of 20 m) in Off- set Points Only — only offset points are staked, other alignment compo- nents are ignored..www.javad.com Stake Out Alignments...
  • Page 83 The centerline can be off- set by the “Offset” value, as shown (for example offset value of 20 m) in Offset Points Only — only offset points are staked, other alignment components are ignored... Figure 52 www.javad.com Stake Out Alignments...
  • Page 84 0+95, ends at 2+05 and stake interval is 50 m, the stakes for that section are generated at stations 0+95, 1+00, 1+50, 2+00 and 2+05. Figure 53 Curve Stake Interval — interval be- www.javad.com Stake Out Alignments...
  • Page 85 Max Line V. Offset — the same as Max Line Offset, but for par- abolic curves in vertical alignment... Figure 56 Max Line V. Offset — the same as Max Line Offset, but for parabolic curves in www.javad.com Stake Out Alignments...
  • Page 86 “zero-width” line object, and turned off if you actually stake a surface defined by the alignment, Figure 57 and points to stake not necessarily belong to the www.javad.com Stake Out Alignments...

  • Page 87: Stake Modes

    0+99.7 and design points produced by interval staking at 1+00.0). There is little or no sense in leaving such stakes as separate points, so out of stakes which are closer www.javad.com Stake Out Alignments...
  • Page 88 Design points are created from current alignment as defined by the Settings screen called either by the “Settings” button in Alignment Summary screen or by the “Settings” ( ) button in Preview screen. www.javad.com Stake Out Alignments...
  • Page 89 2 points. Define end points and tap Create Alignment to create a new alignment contain- all” ( ) button to display alignments available in all ing horizontal and vertical components and switch projects back to alignment editing. www.javad.com Stake Out Alignments...
  • Page 90 Station / offset of current position relative to the align- ment is displayed on map, and guide line is shown on the screen pointing at the nearest alignment center- line point www.javad.com Stake Out Alignments...
  • Page 91 Stake Out Alignments...

  • Page 92: Using Shapetags And Codes

    This is particularly beneficial to cross-section data collection. Consider a cross-section of a road that has a ditch on either side. The cross-section sequence would be Left Natural www.javad.com Using ShapeTags and Codes...

  • Page 93: Data Structure

    Data Structure www.javad.com Using ShapeTags and Codes...

  • Page 94: Defining Shapetags & Codes

    ShapeTags and Codes. The reservoir of ShapeTags and Codes are stored as global values, favorite ShapeTags and Codes are saved with Setup profiles. If you recall another Setup profile, you will recall the Favorite ShapeTags and Codes associated with it. www.javad.com Using ShapeTags and Codes...

  • Page 95: Using Shapetags

    Codes from the ShapeTags & Codes screen found in the Setup menu. Using ShapeTags Collect Prepare Screen In this example it is demonstrated how to use to ShapeTags to create linework for a road and ditch. www.javad.com Using ShapeTags and Codes...
  • Page 96 Auto Sequence screen. This is useful for creating cross sections at intervals as you will see in this example. Auto Sequence Setup Screen Click on the first empty box and click Insert to add a ShapeTag. www.javad.com Using ShapeTags and Codes...
  • Page 97 We do this by clicking More and then selecting Add Reversed. Before doing this we need to click on the first box with the “DefTag” and click Remove to eliminate it. www.javad.com Using ShapeTags and Codes...
  • Page 98 We begin collecting Points for the lines: indicates that we have Auto Sequence Mode enabled. We want to now click Next to be taken to the Collect Action screen so we can begin building linework: www.javad.com Using ShapeTags and Codes...
  • Page 99 “6” since these both having a tag of “BERM 2”: We come to a driveway and turn off Auto Sequence Mode and set the Tag to “GD BK1” to collect the linework for the driveway: www.javad.com Using ShapeTags and Codes...
  • Page 100 Segment in the following screen: before starting the driveway lines since we never ended these segments. Once we complete all the road sections we click Line and then End All Segments to end all the lines: www.javad.com Using ShapeTags and Codes...
  • Page 101 We setup a new Auto Sequence and proceed with collecting the linework for the ditch: To define the ground around the bank we turn off Auto Sequence Mode and continue the linework with the “GD BK1” tag: www.javad.com Using ShapeTags and Codes...

  • Page 102: Of Shapetags And Codes

    I found it in, who placed it, and what its source is (i.e., OPUS, HARN, etc.). Begin by importing a dwg file with your personal layers www.javad.com Using ShapeTags and Codes...
  • Page 103 1,6835851.497,3100685.44,395.789,BP, BOUNDARY FOUND 1/2” IRON ROD NONE GOOD Here I’ve created one for Boundary. You can see that this Where 1 is the point name, has the attributes pre-populated with my most commonly www.javad.com Using ShapeTags and Codes...
  • Page 104 Use descriptions for a while, then add Codes when it is convenient. Just add a white box for Codes and one for attributes. No need to radically change your experience. www.javad.com Using ShapeTags and Codes...
  • Page 105 Using ShapeTags and Codes...

  • Page 106: Coordinate Systems

    Coordinate Systems...
  • Page 107 WGS84 (or more specifically (which is actually moving at a rate of a couple of centimeters ITRF2008) and the North American Datum of 1983 (NAD83). per year) to the center of mass of the Earth. www.javad.com Coordinate Systems...

  • Page 108: Building Coordinate Systems

    Australian Positioning Service (AUSPOS). Because this used for years? Javad’s knowledgeable team of geodesists service only publishes ITRF08 coordinates, it is necessary to and software engineers has created a rigorous and accurate make the transformation from ITRF08>NAD83 if the user...
  • Page 109 Coordinate System Catalog. In J-Field there are thousands of coordinate systems found in the catalog. In order to limit the selections, the user can press the Filter screen button to limit the options to a geographic area, as well as select only www.javad.com Coordinate Systems...
  • Page 110 For this example, I’ve selected North America>United States (USA)>SPCS(NAD83 2011)>NAD83(2011)/Texas Central Zone. For all surveying in the USA, it is strongly recommended that NAD83(2011) be selected for all survey work as this is the current supported realization supported by NGS. www.javad.com Coordinate Systems...

  • Page 111: Unknown Coordinate Systems

    2D Cartesian grid, J-Field for a shorter number for metadata. When renaming the converts coordinates to Latitude, Longitude and Ellipsoid system, use the scale factor in the name. This will keep this Height, which requires that entered or imported coordinates www.javad.com Coordinate Systems...
  • Page 112 This name can easily be changed to something more relevant to the user, such as an old job name, a parcel name, a design project etc., by highlighting the unknown system www.javad.com Coordinate Systems...

  • Page 113: Influences In Cogo

    The selected coordinate system of Grid a Page has important implications If the current Page Coordinate System is a projection, such for CoGo in J-Field. The Javad as State Plane, the direction can be viewed in Grid, which is design team,...
  • Page 114 P1 and P2. If other points of interest vary significantly in ellipsoid height from the height of these two points, the scale of the ground www.javad.com Coordinate Systems...
  • Page 115 Grid Direction related to Texas North Central Zone, Ground Distance calculated using the average ellipsoid height of P1 and P2. Grid Direction related to Texas North Central Zone. Slant Distance – Mark to Mark direct chord distance Geodetic Direction www.javad.com Coordinate Systems...
  • Page 116 P3>P1-P2. In a geodetic sense, this line could be a geodesic line or a grid line if a projection is current (such as State Plane, UTM, etc.). J-Field determines which definition to use based on the current Coordinate System. www.javad.com Coordinate Systems...

  • Page 117: Surfaces

     Secant projection surface typical of Grid distance State Plane and UTM distortion less than Geo distance geodesic distance Zone limits for practical usage of projection surface balancing both positive and negative distortions www.javad.com Coordinate Systems...

  • Page 118: Using Cogo Function

    Known points can then be created from the resultant calculations. points are green and red points are new points created The following Cogo functions are included in the 6 menus from the calculation. listed below: www.javad.com Using CoGo...
  • Page 119 The resultant point is shown in the orange box. Clicking on this box will allow you to edit the Name, Description and Code of this point. Once all the inputs have been entered click Preview to view a map of calculation: www.javad.com Using CoGo...
  • Page 120 Use this function to create a new point at a specified distance (D) from P and at an angle (A) from a line between two known points & P ). This function is useful for entering a shot from a total www.javad.com Using CoGo...
  • Page 121 ) at a given bearing (B) from a point (P ) that is offset perpendicular from a second point ). It also displays the distance (D) between P & P3 and the Offset distance between P & P www.javad.com Using CoGo...
  • Page 122 (P at the intersection of two angles & A ) from endpoints of a line with endpoints of P & P . The angles are measured as angle rights from the line. www.javad.com Using CoGo...
  • Page 123 . It can also be used to divide this line by In addition the option of Keep area, %, other options of specifying a Segment Length to Cut area, Cut area, % and Keep area can be used. www.javad.com Using CoGo...
  • Page 124 (e) and curvature (D, arc). the Alignment Summary page where the alignment can be further edited. Alignments are discussed in detail in the Stake Out section 60). www.javad.com Using CoGo...
  • Page 125 Settings found in the Advanced menu of Setup. Accuracy In the Accuracy tool, the typical Angular and Distance accuracies of measurements are set. These are used to calculate the Est. Error shown in some of the CoGo functions. www.javad.com Using CoGo...

  • Page 126: Localization

    Š What you need rotation and scale, using survey observations made by a Javad receiver to a sample of points in an Known Coordinates of a point in a Known Coordinate System. The Known Point should be within radio range...
  • Page 127 J-Field should do with each field. It is possible to manually enter points by navigating to the Collect Review Screen, HOME>COLLECT>REVIEW>ADD, however for the purposes of this example I am importing some known coordinates from an ASCII file on a USB thumb drive. www.javad.com Localization...
  • Page 128 If the coordinate system I wanted was not shown here, I could change the coordinate system for this Page as well. NOTE: It is critical that any coordinates imported into J-Field are imported into Pages with the proper coordinate system and units set. For more www.javad.com Localization...
  • Page 129 ADD, EDIT, DEL, and on the right side of the screen, below Surveyed, there are buttons for ADD, EDIT, DEL. On the left side, the user populates the list with the names of the points to be localized to, on the right side, the user www.javad.com Localization...
  • Page 130 Geodetic values (generally based on survey observations made with a Javad receiver and J-Field) Next I need to Add a Survey point on the right side. If I’ve and the Localize routine determines a transformation to already surveyed this point, I could recall it from the Point satisfy the two lists (Design and Surveyed).
  • Page 131 I have selected “Yes” and saved the point as S104 – a simple way for me to quickly recognize this is the Surveyed coordinate of 1104. I’ve recalled the name of the known coordinate I’ll be occupying, control point “1104”. www.javad.com Localization...
  • Page 132 Design point and Survey point is. In this case, I will be using this connection to adjust the horizontal and vertical location of the base, so I have selected 3D. www.javad.com Localization...
  • Page 133 Design points as there would be had I surveyed two or more points. There is also no North and East Inclination to best match elevations between Survey and Design points as there would be had I surveyed two or more points. www.javad.com Localization...
  • Page 134 It is good practice to return to a known point, preferably a point not used for localization if possible, and stakeout this point to verify that the results are as expected. www.javad.com Localization...

  • Page 135: Multiple Point Localization (Known)

    Coordinate System of the Points being imported. Points. Accurate survey ties to these points from the base station. After Localization, return to base to configure with newly determined base coordinates. Return to a known point to check the new base configuration. www.javad.com Localization...
  • Page 136 East tilt. As can be seen in this screen the autonomous base coordinates are 5.4052 feet from the Known Coordinate System Northing and 1.735 feet from the Known Coordinate System Easting 14.165 feet from the Known Coordinate System Height. www.javad.com Localization...
  • Page 137 “Adjust Base Position”. J-Field automatically translates all points previously observed with the base at the same time the base coordinate is being translated. I changed the Target CS to my State Plane system and pressed “Save Adjusted Base Point” www.javad.com Localization...

  • Page 138: Single Point Localization (Unknown)

    Point Name screen, where I have named the Coordinate System new base location “Base1”. Goal To create a new coordinate system based on an arbitrary grid origin. This method would be useful for creating a coordinate system with a grid origin defined by the user www.javad.com Localization...
  • Page 139 “My Job”. NOTE: A Coordinate System is considered “Unknown” until the system has a Geodetic Reference (for example, Grid Coordinate N, E = Geographic Coordinate N Lat, W Long). Press the upper left Project Button, Create New Project, fill www.javad.com Localization...
  • Page 140 “no”, then the geodetic accuracy of this point will be low, perhaps only as good as a few meters. If an unmonumented Geographic position is to be used, the Now, the Design Coordinate needs to be entered. I’ve www.javad.com Localization...
  • Page 141 “Origin” and the Survey Point “1” These residuals are computed based on the differences between the Geodetic Design Coordinates and the Geodetic Surveyed Coordinates. Because there is only one pair of points (Design and Surveyed) that have been set www.javad.com Localization...
  • Page 142 Once the parameters have been reviewed the localization system – My Job, or in any other system in the Coordinate needs to be saved. System library. Therefore it is very simple at this point to toggle between viewing coordinates in State Plane, Latitude www.javad.com Localization...

  • Page 143: Multiple Point Localization (Unknown)

    Coordinates with the base station determined from autonomous positioning, it is highly recommended that the base station be accurately related to a Geodetic Reference Frame as this will allow maximum utility of the coordinates determined in your survey. www.javad.com Localization...
  • Page 144 NAD83/NAVD88, a geographic system (latitude and longitude). Because these two are not compatible, I receive an error message: However, changing the Coordinate System of the destination Page to Unknown, the points now successfully import: www.javad.com Localization...
  • Page 145 On the right side, I’ve selected NAD83/NAVD88 as the Survey Coordinate System. On the left side, I will need to select the coordinate system I used for the coordinate import. Rather than leave this Unknown System named “Unknown 2014- www.javad.com Localization...
  • Page 146 GNSS survey and the terrestrial survey the local coordinates were developed from. The geometry of the local coordinates used in the Š localization provides a quality strength of figure. The survey should not extend beyond the bounds www.javad.com Localization...
  • Page 147 In this example the imported points did not have meaningful elevations, therefore the accurate GNSS surveyed elevations result in high residuals: -3.089, -0.538, -1.729, 5.356. A look at the localization parameters further reveals the problem with using a 3D association for these points. www.javad.com Localization...
  • Page 148 (which minimally defines the translation, rotation and scale) and then use stakeout to find the remaining points needed. As more points are found, they can be added to the localization by survey, which can then be reviewed and saved and updated. www.javad.com Localization...
  • Page 149 Localization...

  • Page 150: Terms And Concepts

    The points in the topographic phase can be kept within the the stakeout feature he or she could navigate to another project, but can be turned off to reduce screen clutter. In point and once recovered, occupy this point and perform www.javad.com Terms & Concepts...

  • Page 151: Shapetags

    The benefit of using ShapeTags is particularly evident in the J-Field Auto Sequence. By building a list of ShapeTags Javad GNSS geodesists, aided by professional land to be collected, J-Field can automatically switch from one surveyors, have meticulously programmed the heavy polyline to the next according to the user-defined list.

  • Page 152: Ellipsoids

    The geodetic team of Javad GNSS elected to While J-Field can’t move the obstacles that are creating set the J-Field internal database to the ITRF2008 reference multipath out of the way, its sophisticated engineering is frame.

  • Page 153: Projections

    Projects and Setup boxes in Collect and Stake screens to make sure they are selected as you intend. Please refer Auto Naming and Sequencing the charts in next pages to see which items are saved with “Projects” and which items with “Setup” profiles. www.javad.com Terms & Concepts...

  • Page 154: Compass And Levels

    180 degrees when you pass the power supply of your computer, or your office phone. Rely on compass in uniform electromagnetic environment and calibrate it there. This is nothing unique to TRIUMPH-LS. Try many other types. Mechanical compass are also somewhat sensitive. Move them around and see.

  • Page 155: Trouble Shooting

    TRIUMPH-LS and in both scientists and even Javad instances leaving the USB Ashjaee himself to answer cable connected to the PC. your technical This is a known bug with...

  • Page 156: Forced Update

    Tap on Apply and then OK to return to the Update Software screen. Press Update to then proceed with the update. You will then need to uncheck the Force boxes after the TRIUMPH-LS updates and reboots. Generally, all Force boxes should always be unchecked.

  • Page 157: Specifications

    100% condensing Dimensions 7.20 x 4.88 x 4.17 inches (183 x 124 x 106 mm) Weight 4.63 lbs (2.1 kg) * For the full list of standard and optional features see www.javad.com **Li-Ion batteries are the temperature limiting factor www.javad.com Specifications...
  • Page 158 TRIUMPH-LS Radio LTE, HSPA+, HSDPA, HSUPA, WCDMA, GSM, GPRS, EDGE (up to 100 Mbps) 4G LTE Mini Card LTE, EV-DO, 1xRTT CDMA (up to 100 Mbps) MicroSIM card slots Two; user accessible, fully sealed Internal 406-470MHz UHF radio Radio Modem...

  • Page 159: Ancillaries

    TRIUMPH-2 Ancillaries Depending on the which options you purchased with your TRIUMPH-LS, you may have in your RTK kit the TRIUMPH-2 TRIUMPH-2 + Charging Kit to serve as the RTK Base. The above illustration is how the assembled charging system looks for the TRIUMPH-2 while Shown assembled while the TRIUMPH-2 is being charged it’s being charged.

  • Page 160: 12V Battery + Charging Kit

    Depending which options you purchased with Battery Kit your TRIUMPH-LS, you may have in your RTK kit a UHF radio transmitting corrections from the TRIUMPH-2 or other receiver serving as the RTK Base. The illustration to the right is how the assembled charging system looks for the Battery Kit while it’s being charged.

  • Page 161: Hpt401Bt + Charging Kit

    Depending on the which options you purchased with your when connecting the HPT401BT to your 9-pin serial serial TRIUMPH-LS, you may have in your RTK kit a UHF radio connection with your PC. for transmitting corrections from the TRIUMPH-2 or other receiver serving as the RTK Base.

  • Page 162: Accessories

    This bracket works with the following radios: HPT401BT Š HPT404BT Š HPT435BT Š Shown attached to Shown attached to the HPT404BT the HPT401BT The HPT435BT attaches similarly For a complete listing of all Javad GNSS accessories please visit our website at: http://javad.com/jgnss/products/accessories/ www.javad.com Accessories...

  • Page 163: Appendices

    3. RECORDING LED blinks on each recording. tween the receiver and an external Function Symbol Blue Yellow device. BLUETOOTH Connected Searching No connection Not Active Revision 1.3 from May 28, 2014 www.javad.com Appendix A - Blinking LEDs Explained...
  • Page 164 ON - radio receives data Green ON - radio transmits data OFF - Bluetooth is OFF; ® Blue Solid blue - Bluetooth is ON; ® Blinking if radio receives or transmits data over Bluetooth ® www.javad.com www.javad.com Appendix A - Blinking LEDs Explained...

  • Page 165: Appendix B - Ngs Antcal Data

    Appendix B - NGS AntCal Data http://www.ngs.noaa.gov/ANTCAL/Antennas.jsp?manu=Javad www.javad.com Appendix B - NGS AntCal...
  • Page 166 Appendix B - NGS AntCal Data http://www.ngs.noaa.gov/ANTCAL/ www.javad.com Appendix B - NGS AntCal...
  • Page 167 TRIUMPH-LS shown above and its slant height measurement point (SHMP). A similar mark is also on the opposite side of the TRIUMPH-LS. TRIUMPH-2 shown above and its slant height measurement point (SHMP). www.javad.com Appendix B - NGS AntCal...
  • Page 168 900 Rock Avenue, San Jose, CA 95131 USA Phone: +1(408)770-1770 Fax: +1(408)770-1799 www.javad.com Copyright © JAVAD GNSS, Inc., 2016 All rights reserved. No unauthorized duplication.

Table of Contents