South N1 Installationsanleitung

QUICK MANUALN1 & NAVI STATION Total Station© South Surveying & Mapping Technology CO.,LTD All Rights Reserve

N1 & NAVI STATION

Quick Guide

1. Menu

1.1 Menu Explore View

1.Point

2.Dist Offset

3.Plane Offset

4.Column Offset

5.MLM

6.Line &Extend Point

7.Line &Extend Angle

8. REM

1.Angle

2.Distance

3.Coordinate

1.Known Point

2.STN.Ht

3.BS Check

4.Resection

5.Point to Line

6.Free Station

7.STN setup w/o CP

1.Reduction

2.Calc.XYZ

3.Inverse

4.Area & Girth

5.Included Angle

6.Dist. Conversion

7.Angle Conversion

8.Equidistant Point

9.Triangle Calc

10.Calculator

1.Road

2.Middle-Line S.O

1.Point S.O

2.Angle & Distance S.O

3.Reference Line

4.Line

5.Reference Line S.O

6.Arc S.O

1.Free Station

2.STN setup without CP

1.H-Alignment

2.V-Alignment

1.Measure

2.Station

3.Collect

4.Stake Out

5.Job

6.COGO

7.Program

8.Setting

1.2 Icon info

Icon

Meaning

Photo

TServer

Star Key for Quick set

Data center

Measure mode

Target mode (Non-Prism/Prism/Sheet)

Tilt sensor

1.Order(NEZ/ENZ)

1.Unit

2.Angle

3.Distance

4.Coordinate

5.Comm.

6.Adjustment

7.Others

8.Function Key

9.Reset to Default

10.Setting

1.Min Reading(1mm/0.1mm)

2.Correction(0.14/0.2/Close)

3.Grid Factor(Scale factor/Ave Elev)

4.T-P set (Temp/Press/PPM)

5.Mode(N times/Continuous/Tracking/Single)

6.Target(Non-Prism/Sheet/Prism)

1.I Angle Set

2.2C Set

3.H-Axis Error

4.E-Bubble Adjust

5.Parameter

6.Error Display

1.Reticle Backlight

2.Soft-Keypad On/OFF

3.EDM beep

4.Measure Beep

5.Quick Code

6.Repeat Name

1.Angle(Degree/Gon/Mil)

2.Distance(Meter/US feet/Int.Feet/US feet-

inch/Int.Feet-Inch)

3.Temp Unit(°C/°F)

4.Press Unit (hPa/mmHg/inHg)

1.Key Fn/-/.

2.Key 0-9

1.Update

2.Software Info

1.Min Reading(0.1”/1”/5”)

2.V angle(V0/H0/±90)

3.Compensator(OFF/X-Axis/XY-ON)

2. Measure

In Measure sub menu. There

are 3 basic survey method. Angle,

Distant and Coordinate. Please

note it is not saved any measure

data under this sub menu.

In Angle, you can 0 Set or

input a certain value for

Horizontal angle setting. Also, it

allows switch vertical angle in

regular or slope percentage, right

or left of Horizontal.

In Coordinate, it allows

temporary set reflector height

and instrument height, setup STN

and BS for measurement.

3. Station

3.1 Known point.

There are 3 methods, by 2 two

known point, by angle and

multiple orient. Known point can

be call from existing job file or

manual input.

By Angle, select Azimuth and

input angle value.

In Multiple Orient, select it and

click Setting, Click Meas 1 Pt, then

add another point, press COGO

to check result. If accept it , press

Configure

3.2 Station Height

Set Station height by measure a

point with known height.

Input or Call a known point height

and measure it. it will calculate

new height for station, press

setting .

3.3 Back Sight Check

Check current back sight point to

shows delta value for angle or for

coordinate. Press Reset to renew

the backsight.

3.4 Resection

Resection is used for determined

the station in new position from

measure known points.

Select a geometrical graphic with

good structure is important.

After measure achieve condition

requirement, press COGO to

get calculate result.

It will show measure result and

standard deviation. If accept the

result, press STN Setup to save it

as new station point.

3.5 Point to Line

This function calculates the

unknown occupied point from

measure two points to define a

coordinate system. Can be setup

a new occupied point and

measure other points base on this AB coordinate system.

3.6 Free Station

An unknown point is used for

orientation. Point data collected

at this station need to be

reduction to the following

calculation to obtain the real

coordinates.

As the figure shows, STN locate in

O point, P is unknown point for

orientation, P1 is real back sight, after reduction, all points

collect in blue gird will turn to real coordinates shows at

green gird. we need to get the P1 real coordinate before

process reduction.

Operation Process:

A. Select Free station, Input STN

name, it can be manual input

or call from file.

B. Aim the backsight and press

setting

C. Then start data collect in data

collect.

D. COGO-Reduction-Free

Station, Select the BS point

No. Input or Call the real BS

coordinate you aim as

temporary before.

E. Press Reduction to finish

process. All real

coordinate will be shown in

data center.

3.7 STN setup without CP

Station setup without control point is using two free station

coordinate system, separate data collect first in each

coordinate system, then using one public point in 2 system

to reduction all points in correctly.

Application condition.

1. A. B is known points. But

it is not sighting STN.

2. Two temporary system

has public point C.

Operation Process

A. Station-STN setup without

CP. Input or Call STN.

B. To do data collect. During

data collect, it needs to

collect public point C.

C. Move station to next STN B，

Redo above process to do

data collect. it also needs to

collect public points C

D. COGO-Reduction-STN setup

without CP. Input STN A, B,

and public point C. select C

location and press COGO.

Then press SAVE.

Note: C location need to be select

on AB left side or right side. Wrong choose will cause

coordinate wrong.

4. Collect

There are 8 method to do data collect.

4.1 by Points

Input Pt Name, Code, and

reflector height first, aim target

and press Meas & Save, or directly

press Save. Press Data to check all

measure result and press Graph

to view location.

4.2 Distance Offset

Input the offset value as figure

shows, then measure offset point,

to get the final correct coordinate.

Note: All directions are

correspondent to the visual side

of operator. It can input first, also can be measure first.

4.3 Plane Offset

Measure 3 points to define a

plane. Then aim on target point. It

will calculate the coordinate

automatically. Press Data to view

and press Save.

4.4 Column Offset

Aim column left and right edge to

measure angle. Then aim column

center to measure distance to get

result, press DATA to view and

press Save.

4.5 MLM

MLM function is mainly used to

compute the HD/VD/SD/Azimuth

between two points.

Turn on LOCK, result will be

calculated by P1-P2, P1-P3.

Turn off LOCK, result will be

calculated by P1-P2, P2-P3.

Aim Point, Press Meas, Ang.&Dist.

Save. When measurement finish,

press COGO to check result.

4.6 Line & Extend Point

The extension function computes

extend point from the base line,

calculate the unknown coordinate

from two measure points and the

extend distance to get the

coordinate.

Measure P1 then measure P2 to

define line P1-P2, Press Dist Set to

input extend distance. + and –is

define the forward. + is P1>P2,

- is P2>P1 forward.

Press Data to view coordinate and press SAVE.

4.7 Line & Extend Angle

Computes extend point from

azimuth change.

Measure P1 and P2 to define base

line. rotate housing to correct

azimuth you want, press Save.

Note, Forward only P1>P2 direction in this method.

5. Stake Out

5.1 Point Stake Out

Set a coordinate for stake out, it

can be called or inputted.

Follow the guide on screen, move

prism far/near, right /left, up

/down, till to all values close to 0,

then press SAVE

5.2 Angle & Distance Stake Out

Stake out by input value of the

HA, HD or Z.

After input value, others

operation same as Point S.O.

5.3 Reference Line

Pt can be called or input.

Input the azimuth, HD, and VD.

Others operation same as Pt, S.O

5.4 Line

Define a line by call, input or

measure the start point and end

point. Then input offset distance

and stake out.

5.5 Reference Line Stake Out

Define a base Line first by call,

input or measure the start point

and end point. Then input line

offset value and rotate angle.

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