Resection and over Known station back site with LIECA total station TS 03

 Explanation of Resection and over known station back site Method of Leica Total station TS 03

 

Got it! From the description, it seems you want to get an overview of how the resection method is used with a Leica TS 03 Total Station in your video. Here's a breakdown of the process based on your intention:

 (Hindi/Urdu Explanation)

 Resection Method 

In this method, the total station is set up on an unknown point, and orientation is achieved by taking observations from at least two known points. Once the machine observes these points, it is aligned to the existing coordinate system. After this alignment, you can input any desired coordinates (Eastings and Northings), and the total station will guide you toward the target point using the direction angle and distance.

 

This is made possible because the total station emits rays onto a prism, which reflects the signal back to the machine, allowing it to calculate distance and direction.

 

If you'd like, I can explain further or translate this for a broader audience!

 

 Over Known Station Back sight Method: 

Step-by-Step Explanation

 

1. Setting Up the Total Station

   - Begin by placing the Total Station on a known point. This point should have established coordinates (Easting, Northing, and Elevation).

   - Ensure that the instrument is centered and leveled correctly over this known point using the instrument's optical plummet and leveling tools.

 

2. Turning On the Total Station

   - Power on the Leica TS 03 Total Station. Once it boots up, you’ll be taken to the main page.

 

3. Navigating to the Setout Menu

   - From the main menu, select the “Setout” option. This function is designed for setting out or determining the exact position of points based on your coordinate system.

 

4. Selecting the Back sight Method

   - Inside the Setout page, you will be presented with several options to set up the instrument. Since you are working with the "Over Known Station Back sight" method, you need to select this specific method from the list.

   - Make sure to choose “Over Known Station”, which is the method for when the Total Station is placed on a known point, and you are taking an observation from another known point (back sight).

 

5. Entering Station Data

   - After selecting the backsight method, the next step is to provide the station data for the point where the Total Station is set up. Input the known Easting, Northing, and Elevation of the point where your instrument is positioned.

  

6. Entering Backsight Point Data

   - Now, enter the coordinates (Easting, Northing, Elevation) for the back sight point. This is the second known point that the Total Station will observe to orient itself.

  

7. Taking the Observation

   - With the prism or reflector positioned at the back sight point, direct the Total Station to take an observation. The instrument will reflect the signal back, helping the system calculate the correct orientation and alignment based on the known points.

 

8. Getting the Result

   - Once the observation is complete, the Total Station will process the data and align itself correctly to the coordinate system. You’ll now be able to proceed with your survey or setout tasks.

  

This method is especially useful in cases where you need to ensure that the instrument is aligned accurately using a fixed, known point for orientation (backsight), while the Total Station is on another known station point.

 

Let me know if you'd like more details on any step!