Impressive procedure and video! I use the mini prism whenever possible when staking but will now consider it for control, however, I do prefer to traverse through control points. Your point about geometry on this type of work is critical as replacing control during construction is a guarantee. I can see a starnet upgrade would be beneficial.
The only thing I don't like about using a normal mini for control is having to hold it there while I run rounds. But if you have a mini bipod setup then you have the best of both worlds. They can be found relatively inexpensive as well and fit with your glass of choice. Much more portable than a typical backsight as well. Yea starnet is free to try, can't really go wrong with that.
@@The3rdDimensionSurveying Great thanks! I was looking before I got this and I did find a very similar one on Amazon. Not sure off the top who the reseller was but I saved it just in case
Import the data and press the process button ensuring your common points are sharing the same point ID and your using the correct instrument and coordinate settings. You don't need to enter field observations manually, just import the data (the format will depend on what instrument you are using). Check out my other video "Improving your survey control..." it gives you an overview of using STAR*NET with field observations.
Don't get me started haha. Sometimes when I try to give a thorough, thoughtful response to that statement you'll get the "But X surveyor could do it". Perhaps a video specifically dedicated to clients answering what is/isn't realistic in terms of accuracy...💡
Great channel It would be good if you explain from start to finish the setup first order control network job combining static cps survey data travers shots with ts and elevation correction using leveling and elevation transferring all together using leica gnss and TS using leica captivate step by step including reporting all the data from those observations to use it in starnet :D
@@Mehmet_KISSACIOGLU check out my recent video on combining gps, total station and levelling data. It’s not Leica specific but it’s the same process regardless of manufacturer. You just use the appropriate converter in Starnet
It would be so great if u can tell me why my traverse resulted in such a large error: # Fixed Coordinates
C 1003 836044.396 816902.257 ! ! 'Old Station C 1002 836097.870 816901.489 ! ! 'Old Station C 1004 836042.680 816876.946 ! ! 'Old Station # Observations
D 1003-1002 53.480 D 1003-1004 25.370 D 1003-1 45.417 D 1-2 98.501 D 2-3 15.616 D 3-4 15.357 D 4-1002 94.586 B 1003-1002 359-10-30 B 1003-1004 266-07-12 B 1003-1 354-57-35 B 1-2 60-39-37 B 2-3 81-07-20 B 3-4 280-58-03 B 4-1002 241-20-36 B 1002-1003 179-10-30 # Fixed Bearing B 1003-1002 359-10-30 ! B 1003-1004 266-07-12 !
Hallelujah - at last somebody else banging the drum for pre-analysis! Great video.
Great videos!
Thanks Rob
Impressive procedure and video! I use the mini prism whenever possible when staking but will now consider it for control, however, I do prefer to traverse through control points.
Your point about geometry on this type of work is critical as replacing control during construction is a guarantee.
I can see a starnet upgrade would be beneficial.
The only thing I don't like about using a normal mini for control is having to hold it there while I run rounds. But if you have a mini bipod setup then you have the best of both worlds. They can be found relatively inexpensive as well and fit with your glass of choice. Much more portable than a typical backsight as well.
Yea starnet is free to try, can't really go wrong with that.
I have Micro Survey CAD for about 3 months and LOVE it!
Oh mate this is gold.
Love your videos! Anyone know where to get that miniprism bipod from???
Thank you, spatial technologies (out of Canada but they can ship to the US) is where I get mine. I haven't found a good seller in the US yet.
@@The3rdDimensionSurveying Great thanks! I was looking before I got this and I did find a very similar one on Amazon. Not sure off the top who the reseller was but I saved it just in case
Great information ! Thanks.
How can i correct closed traverse by Star net, and how can l enter the angles and distance automatically not manual.
Please
Import the data and press the process button ensuring your common points are sharing the same point ID and your using the correct instrument and coordinate settings. You don't need to enter field observations manually, just import the data (the format will depend on what instrument you are using). Check out my other video "Improving your survey control..." it gives you an overview of using STAR*NET with field observations.
WE NEED THIS TO THE MILLIMETER! -most clients 😁
Don't get me started haha. Sometimes when I try to give a thorough, thoughtful response to that statement you'll get the "But X surveyor could do it". Perhaps a video specifically dedicated to clients answering what is/isn't realistic in terms of accuracy...💡
Great channel It would be good if you explain from start to finish the setup first order control network job combining static cps survey data travers shots with ts and elevation correction using leveling and elevation transferring all together using leica gnss and TS using leica captivate step by step including reporting all the data from those observations to use it in starnet :D
@@Mehmet_KISSACIOGLU check out my recent video on combining gps, total station and levelling data. It’s not Leica specific but it’s the same process regardless of manufacturer. You just use the appropriate converter in Starnet
How To Import SDR File in SDR
It would be so great if u can tell me why my traverse resulted in such a large error:
# Fixed Coordinates
C 1003 836044.396 816902.257 ! ! 'Old Station
C 1002 836097.870 816901.489 ! ! 'Old Station
C 1004 836042.680 816876.946 ! ! 'Old Station
# Observations
D 1003-1002 53.480
D 1003-1004 25.370
D 1003-1 45.417
D 1-2 98.501
D 2-3 15.616
D 3-4 15.357
D 4-1002 94.586
B 1003-1002 359-10-30
B 1003-1004 266-07-12
B 1003-1 354-57-35
B 1-2 60-39-37
B 2-3 81-07-20
B 3-4 280-58-03
B 4-1002 241-20-36
B 1002-1003 179-10-30
# Fixed Bearing
B 1003-1002 359-10-30 !
B 1003-1004 266-07-12 !