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Thank you for posting this excellent video. Before watching this video, I was confused about whether or not I should adjust the starting and ending control stations of my closed link traverse for a project involving a maintenance map for a road. You have cleared up any confusion that I may have had. Your control points 9002, 9003, 9007, and 9008 are GNSS points in my traverse. I have 4 traverse stations between them. Someone suggested that I reduce my grid distances to ground distances and recalculate my points before I perform a Compass Rule adjustment. Do you agree with their suggestion? My change in elevation from beginning to end is +/- 2.37' over a traverse length of +/- 3338'.

sound quality was too poor for me to understand well. To bad. otherwise good, I'm sure.

Excellent and very thorough video. Especially for someone who’s just beginning to learn how to set up a station.

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MOST I.M.P CHANNEL VIDEOS IS BEST

I always enjoy your teaching,but for this,the background music is distracting me,so I don't think it's necessary.thanks

The mental gymnastics Globers have to do 🤣

What is up with camera

Your theory totally wrong...atfirst two leg should be firmly fixed then 3rd leg to cw acw or in out move....2 nd one bubble tube should be parallel to two foot screw and 90 degree to 3rd one

thanks a lot

Simple but great 🥰

Clear cut your explanation...

Thnsk fine r fine s searching for it

Hi your content is good but video quality is very bad, try to upgrade if possible. Thanks

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Thank you sir❤

Very Good

Procedure bi sath likho

Great video mate! 🎉

Sir, requesting you to please eliminate this background music in your future videos please !!

Plz off the autofocus of the camera next time. It will give the better clarity

I gain some thing thanks verry much

I need you help pleas i have kilida 552 I want to Change the Idioma Mandarim four English ou português

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This video is boring!!

How to measure of a big area by this and trigonometry.

Brother how do change language topcon total station ES 105

what's the difference between double center (double face?) and double angle

Thank you

Your video is very useful for my survey tutorial Thank u sir from 🇲🇲

hello tomorrow i have exams and your video is very helpfull,greetings from Greece

This was surprisingly helpful I'm not going to lie😂😂👏🏾

Sir please translate the sinhala

Thank you engineer, you have done very wonderful job

The globe is so desperate to lie about simple truth they need super complex math calculations to fool you into believing that what you are seeing is not real. Refraction is a real phenomenon but it varies moment to moment depending on atmospheric conditions therefore it is impossible to calculate or measure a constant effect of it. Besides even if it could be calculated it would not create the illusion of a perfectly flat plane with imaginary objects extending hundreds of miles into the distance.

You saved me thanks bro 🙏🙏🙏

you are the best but people are just impatient

thanks alot sir

Good

Am from Kenya, I love your work sir

Thank Engineer

Thanks alot my Senior for this.

What about earth curvature correction with instruments like laser trackers or total stations? do you apply the same correction for the elevations of the points measured in a cartesian coordinate reference frame?

Very nice explanation ..good editing .keep it up

Sir salute..! 🫡 ❤

Thanks. Really helpful...big respect

Nice calculations

Thank you sir. If you can please put another new videos for total station.

Music kyu dalte ho. No need to add music

You're the best teacher... you just 📌 it... I now understand the total station from setup through to it's usage. Thank you so much. 🙏🙏