I want to know the procedure or software by which we can achieve high accuracy topographical data. Actually i need natural ground level points. Job site is Saudi Arabia UTM 38 North.
This Content Originally Published by a land surveyor to Land Surveyors United Network
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I'm not used to visit this forum often. But yesterday I've occasionally visited this topic. And your comment made my day. And my teammates' day as well. And here is why.
We are not surveyors ourselves. We're a small startup that's building an infrastructure for high-precision satellite positioning across Russia. As a small team we're all responsible for user support as well. And we've got tons of such questions every day. I wish I could use your post as a quote to send to 70% of our requests
Best regards from Siberia,
By all means, you may quote me, with attribution.
I hope it proves useful.
I agree, a professional surveyor will also have access to the latest technology. A combination of several methods (site dependent) of survey are usually required to successfully complete a topographic survey. Getting it right first time is fundamental to the success of whatever project you are planning.
Hi mohammad waqar,
I am a little confused with your question,sorry for this,but your profile says you have been working as a surveyor for one year. Have you not done a topo in that time or are you asking how to do this with higher accuracies than what you have done. Since you have so little experience, are you not working with someone with this experience to show you how a topo is done. That is my question. So are you asking how to do a Topo. ???
Hello all millimeter-hunters !
To my classic opinion I think it necessary to :
● take care of a solidly equated 'backbone';
● take your time;
● be sure that you're making use of reliably callibrated equipment;
● work always (as we Dutch say) from the large into the small ;-);
● behave as a surveyor should behav: be a perfectionist !
I am not asking how to perform topographic survey.
I am asking that is this possible to receive continuous topo points of natural ground from online source, if possible then what will be its accuracy and what is that source.
There is someone out there who probably provides something that looks like what you want. I doubt any responsible professional surveyor would vouch that it should be considered "high accuracy" without doing a check topo - at which point, why not get the good stuff by continuing to finish a good topo?
Thank you,Mr Cavell . and by the way I really like your Closing Corner -Epiloque and all the good advice you gave before it.
Those are very kind comments, Mr. Brooks. It's good to know they were read.:-)
No, Thank you for writing all of them, I have re-read them.
I enjoy reading your works.