Advanced Geomatics: 3-Wire Leveling Example
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- Опубліковано 16 вер 2024
- A quick example on how to proceed with a 3-wire leveling method for surveying.
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to get your stadia you can also subtract the top wire with the bottom wire, remove the decimal point. like 592 - 301 = 291 ... 781-501 = 280
Something my lecturer struggled to explain. Thank you
I learned something simple yet helpful. thank you.
Great video, really helped me grasp this concept. Thank you!
nice work i got my concept clear about bs fs thankas a lot and keep it up
Great explanation…thank you so much!
Appreciate we can understand your English accent. Some videos are very hard to understand on this subject
brilliant, you're handwriting is also very neat
yes! =)
I learned a lot from this video. Thanks so much.
This lecture is very good thanks teacher
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Thank you, well explained!
Yes is a very good lecture
My question is....why would you need to determine all these values and do all the maths....when we've got total stations?
thank you , your videos are helpful
thank you for helping us
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Hey,.. Thanks for all that show,.. But how can you conclude,.. Let say now,.. Field application
thank you sir i note a one point what is k=100 plz sir explane
Very Good!
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best video and nice work
Awesome 👍👍👍 and thx 🙏
You’re very welcome!
So helpful
is the Top Mid Bottom are the reading of Top = C Mid= B Bott= BM?
thax, I know also much advance technic
very very good.
Thsnks
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Your handwriting is neat
Why we calculate stadia?
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SIR ...plzz explain thay sum in RISE and FALL method.
btw I think K is the factor
this method for roads and long fields ..
what about for a ground I mean before building a building ..?
doing that network leveling ..
hope u got my point
I need clarity on this please,
While calculating the stadia, you said T - M x 100 (which is given as K), M - B x 100 and you add both numbers, the answer becomes your HD...
you did another video under 3 wire leveling and you said, for stadia, T - M, M - B you add your answers then multiply by 100 = HD
Why are they different? Perhaps which one is the correct one?
I just saw another video were you clarified that.. it's the same thing all together..
Thanks..
How do I can get the backsight?? If the elevation on tht benchmark is 1000
One thing that confused me is that how did you decide the numbers of the backsight and foresight? I mean exactly how you come out with these numbers, especially for the backsight?
Asuka Graham in the field, you get the numbers by looking through the instrument (level) and reading the top middle and bottom wires. In the video he’s probably using notes from a previous bench run or just came up with three numbers that worked for the purpose of the video.
it's really good
thx
Sir where did you get 7.81/ 6.41/and 5.01 that is actual reading? or example only ...
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بارك الله فيك . ( God bless you )
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sir....great way for me...but how can we set BM Elevation? Thanks
Bory Koek BM from water level sea. level of sea relative flate .
thanks ...👍
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Can any body help me? Why can I measure the elevation at sea level and I can measure the elevation of the mountain top and every foot in between but I can not measure the 8" per mile squared according to the pythagorean theorum of geometry and spheres for earth to be a spinning ball with a circumference of 24,901 miles?
That is the difference between a "foot" and a "US Survey foot".
Tq bro
butiful
nice
what is a DoubleRodded Leveling
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How can we get Bench Mark (BM) result ?
From Data GPS Measurement /GNSS
Wow, I can't believe it! A non-Indian punjabi with a surveying video.
nice cl4f
It's amazing to me the amount of people that thing level is not horizontal🤢
Alt yazı olsa güzel olur du
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!
Hello friends, I hope we are friends
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Now explain how any actual accuracy can be acheived on an ever curving
surface. The Earth has a perpetually curving surface right? Right?
Wrong. The only way leveling can acheive any accuracy at all is because
the Earth's surface is flat, and measurements are taken in relation to a
level plane. This is common sense.
LMFAO
flat at only poles
this is plain survey. curvature of the earth isn't concidered
johnnybunz - Common sense eh?! So WHY do we have to compensate for vertical error when completing a geodetic survey (over long distances) if the earth is flat? Wait! I got it! it's magic right? Am I right?!
If your distances from instrument to the rod is roughly the same the curvature is taken care of. Think about it....
So helpful