KTS QUICK GUIDE

  • Upload
    f-gia

  • View
    228

  • Download
    0

Embed Size (px)

Citation preview

  • 7/30/2019 KTS QUICK GUIDE

    1/19

    Quick Reference GuideBasic Procedures

    for Total Station KTS440L/R Series

    GUANGDONG KOLIDA INSTRUMENT CO., LTD

  • 7/30/2019 KTS QUICK GUIDE

    2/19

    CONTENTS

    1. INTERFACES SIMPLE CHART 22. BASIC MEASUREMENT 32.1 Angle and distance Measurement 32.2 Coordinate Measurement 43. SETTING-OUT MEASUREMENT 53.1 Distance Setting-Out Measurement 53.2 REM Setting-Out Measurement 63.3 Coordinates Setting-Out Measurement 64. OFFSET MEASUREMENT 84.1 Single-Distance Offset Measurement 84.2 Angle Offset Measurement 94.3 Two-Distance Offset Measurement 10

    5. MISSING LINE MEASUREMENT 115.1 MLM 115.2 Slope between 2 points 125.3 Changing the Starting Point 126. REM MEASUREMENT 137. RESECTION MEASUREMENT 147.1 Resection 147.2 Re-Observing 168. AREA CALCULATION 179. DATA STORAGE AND MANAGEMENT 18

  • 7/30/2019 KTS QUICK GUIDE

    3/19

    1. INTERFACES SIMPLE CHART

    For KTS-440 Series

    (REC Mode ) (MEAS Mode )

    REC

    ESC

    (Menu Mode )

    ESC MEAS MENU

    ESC

    MEM CNFG (Memory Mode) ( Setting Mode )

    REC JOB011. Dist data2. Angle data3. Coord data4. Stn data5. Note6. View

    Menu(2) 6. Resection7. Repetition

    Memory1. Job

    2. Known data3. Code

    Config (2)6. Key function

    7. System setting

    7 System setting

    003

    P3MLM REC MENU HT

    Menu(1) 1. Coordinate2. S-O3. Offset4. MLM5. REM

    003

    P1

    0SET CRD. S-O REC

    MEAS . PC 0

    PPM 0

    3ZA 9236 25 HAR 12030 10 P1SD SHV HSET EDM

    Config (1)1. Obs. condition2. Instr. Const.3. Date & time4. Comms setup5. Unit

    2004-01-01 10 00 48Type:KTS440RNo.S09996Ver.08.11.05Job JOB01

    MEAS MEM CNFG

  • 7/30/2019 KTS QUICK GUIDE

    4/19

    2. BASIC MEASUREMENT

    2.1 Angle and distance Measurement

    EDM settings

    2.2 Coordinate Measurement

    Meas . PC-30

    PPM 03

    ZA 9236 25 HAR 12030 10 P1SD SHV HSET EDM

    Temp 20 Press 1013.0 hPaPPM 0PC -30Mode Fine sReflector :NON-P (Sheet, Prism)

    Result display

    Basic constants

    Key functions selection

    Temperature

    Atmospheric Pressure

    Atmospheric correction

    Prism Constant

    Dist. MeasurementmodeReflector setting

  • 7/30/2019 KTS QUICK GUIDE

    5/19

    Station Settings

    Backsight Settings

    Coordinates result display

    N0 1234.688E0 1748.234

    Z0 5121.579 3Inst. h 1.600 mTgt. H 2.000 m

    READ REC OK

    Back sight data1. Angle2. Coord. 4

    N 1534.688 mE 1848.234 mZ 1821.579 m 3S 482.450 mHAR 9234 34

    REC. OCC OBS

    Coordinates input

    Instrument height

    Target height

    Horizontal angle

    Coordinates result

    Measure again

    Set Azimuth

    Backsight coord. input

  • 7/30/2019 KTS QUICK GUIDE

    6/19

    3. SETTING-OUT MEASUREMENT

    3.1Distance Setting-Out Measurement

    The point can be found based on the horizontal angle from the reference direction and thedistance from the instrument station.

    Procedure

    Operation Procedure:

    Input

    SD

    Target atreference pointand set 0 angle

    Input Angle(betweenreference Ptand setout Pt)and Dist

    Switch to SDsetout modeand measurethe setout point

    SD Setout

    interface

    Note:Each time press SHV, setting-out measurement mode changes:SD HD VD COORD REM

  • 7/30/2019 KTS QUICK GUIDE

    7/19

    3.2 REM Setting-Out MeasurementTo find a point where a target can not be directly installed

    Operation Procedure:

    SD Input

    SHV REM

    3.3 Coordinates Setting-Out Measurement

    To set out the point of a certain coordinate away from the reference point.

    Demonstration flow chart:

    1.Angle

    3.Stn data 4.Backsight data

    2.Coord.

    Input Backsight

    data

    Measure and getthe distance.Enter into set-out to inputPrism height andSO H set

    Switch to REM

    setout mode

    Target prism

    and measure Result come out

    Enter intoSet-Outselectionsinterface.InputStn data

    Put prism aboveor below thetargetpoint.Inputtarget height

  • 7/30/2019 KTS QUICK GUIDE

    8/19

    Sight at BS point Input

    CRD.

    Set Azimuth

    Input Backsightpoint coord.

    Input

    coordinates

    Enter into Setoutdata input interfaceand Switch tocoordinate setoutmode

    Coordinate N,

    E, Z result coms

    out

  • 7/30/2019 KTS QUICK GUIDE

    9/19

    4. OFFSET MEASUREMENT

    4.1 Single-Distance Offset MeasurementWhen the offset point is positioned to left or right of the target point, make sure the angleformed by lines connecting the offset point to the target point and to the instrument stationis almost 90. When the offset point is positioned in front of or behind the target point,install the offset point on a line linking the instrument station with the target point.

    Operation Procedure:

    Input OBS.+OK Enter intoOffset/Dist andinput the offsetdistance

    Measure the

    prismGet result

  • 7/30/2019 KTS QUICK GUIDE

    10/19

    4.2 Angle Offset Measurement Install offset points for the target point on the right and left sides of and as close aspossible to the target point. The target height and the height of offset points should beidentical.

    Operation Procedure:

    OBS. OK

    4.3 Two-Distance Offset Measurement

    Install two offset points (1 st target and 2 nd target) on a straight line from the target point,observe the 1 st target and 2 nd target, then enter the distance between the 2 nd target andthe target point to find the target point.

    Enter intoOffset/Angleand target atprism

    Target at offset

    pointGet result

  • 7/30/2019 KTS QUICK GUIDE

    11/19

    Operation Procedure:

    Input

    Enter into

    offset/2D

    Target at A pointand target at Bpoint in turn

    Input thedistance from Bto the offsetpoint

    Get the result

    interface

  • 7/30/2019 KTS QUICK GUIDE

    12/19

    5. MISSING LINE MEASUREMENT

    5.1 MLMTo measure the slope distance, horizontal distance, and height difference to a target from

    the reference (point 1) without moving the instrument.

    To find the height difference between 2 points, use a pole to make the target height of allthe targets It is possible to perform Missing Line Measurement by selecting 4. MLM from the Menumode.

    Operation Procedure:

    SD MLM

    MLM

    OBS.

    Target at P1and measuredistance

    Sight at P2 andmeasure to getthe distanceP1-P2

    Sight at P3 andPress MLMthen thedistance P1-P3displays

    to reobservefirst point andrestart another MLM job.

    Continue totarget point 4and get thedistance P1-P4

  • 7/30/2019 KTS QUICK GUIDE

    13/19

    5.2 Slope between 2 points

    It is possible to display the gradient of the starting position and target as a %.

    Operation Procedure:

    SD S/%

    5.3 Changing the Starting Point It is possible to change the last measured point to the next starting point.

    Operation Procedure:

    MOVE YES

    First 3 steps aresame as lastone

    Get the gradient

    of the 2 points

    Get the distance

    of the 2 points

    First 2 or 3steps are sameas last one

    Change the lastmeasured pointto be thestarting point

    Start another MLM job

  • 7/30/2019 KTS QUICK GUIDE

    14/19

    6. REM MEASUREMENT

    To measure the height to a point where a target can not be directly installed, for example aelectrical wire, bridge, etc.

    Operation Procedure:

    Input SD Sight the prismand measurethe distance

    Enter into REMand sight at thetarget point.

    Put prism aboveor below thetarget point andInput targetheight

    Result come out

  • 7/30/2019 KTS QUICK GUIDE

    15/19

    7. RESECTION MEASUREMENT

    7.1 ResectionResection is used to determine the coordinates of the instrument station by measuring

    the known points.

    Demonstration flow chart:

    ANGLE

    Input

    DIST

    n er n oresectionfunction. Inputthe pointscoordinates oneby one

    Measure the

    point

    Only to measurethe angle of point(3 Pts atleast

    Measuredistance andangle of point(2Pts at least)

    Caution:1. When the distance can be measured, at least 2 known points are required.2. When there is even one point which can not be measured, at least 3 knownpoints are required.

  • 7/30/2019 KTS QUICK GUIDE

    16/19

    ROBS

    ADD

    REC.

    OK

    ter measur ngall the points of which you haveinput,resultcome sout

    Reobserve thepoints

    Add knownpoints

    Record thestationcoordinates

    Set bearingangle

    NOTE Angle and distance can not be used crossways. When angle is in measuring, theknown point direction should be clockwise or anticlockwise, the angle between near 2 pointsshould be within 180.

    The KTS-440 can calculate the instrument station coordinates by observing 2 to 4 knownpoints.

  • 7/30/2019 KTS QUICK GUIDE

    17/19

    7.2 Re-ObservingIt is possible to perform re-measuring from the first known point or only the last knownpoint.

    Operation Procedure:

    1.Start point

    ROBS

    2.Last point

    Resultscreen(First 4steps are sameas last one)

    Measure fromfirst point

    Measure fromlast point

    Same resectionsteps as normal

  • 7/30/2019 KTS QUICK GUIDE

    18/19

    8. AREA CALCULATION

    It is also possible to calculate the area of land enclosed by three or more known points ona line by manually inputting or reading the coordinates of the points.

    Coordinates(Known value) P1 (N1, E1) Area (calculated value) SP2 (N2, E2)P3 (N3, E3)P4 (N4, E4)P5 (N5, E5)

    Operation Procedure:

    Set

    CACL

    Note: Number of specified coordinate points: 3 20

    Enter into area

    program

    Read or measure thepoints used tocalculate area

    Calculate area

    Result displays

  • 7/30/2019 KTS QUICK GUIDE

    19/19

    9. Data storage and management

    Recording and

    editing

    Input and output

    Initialization and

    deletetion

    Memory1. JOB2. Known data3. Code4. Define Roads5. Initialize