Khalid-Elejla
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  • Palestinian Territory, Occupied
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New Total Station, New surveyor

Started this discussion. Last reply by Christopher James Drayton Mar 21, 2016. 2 Replies

I've bought my first total station and it's Spectra precision Focus 8 2"What's the first things I need to doDo I need to calibrate it , is there any settings I need to adjust to start my surveying…Read more →

Precision in Total Station

Started this discussion. Last reply by David García Bodego Mar 9, 2016. 8 Replies

Hello everybody,I'm new in the surveying field and want to hear from the experts;First: I want to know the error tolerance in surveying works related to properties boundaries "I'm recently hired to…Read more →

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⚡Survenator⌁ favorited Khalid-Elejla's discussion New Total Station, New surveyor
Mar 23, 2016
Khalid-Elejla replied to Ahmed Abo Elroos's discussion How to correct Control points Coordinates
"Mr. David García Bodego I wanted to ask if I have control points taken by GPS in WGS "geographical coordinate system" and then converted to local "projected" coordinate system using GIS software do I need to made…"
Mar 22, 2016
Christopher James Drayton replied to Khalid-Elejla's discussion New Total Station, New surveyor
"I would reobserve the stations with GPS, as the leica will be more accurate. perhaps one station has a bad GPS value."
Mar 21, 2016
Khalid-Elejla added a discussion to the group Spectra Support Group
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New Total Station, New surveyor

I've bought my first total station and it's Spectra precision Focus 8 2"What's the first things I need to doDo I need to calibrate it , is there any settings I need to adjust to start my surveying workHow can I register my TS to get support that's will be my start with survey Is there any advises for me??at last I want to know if I can connect my TS with my smartphone via Bluetooth I try to connect it and it worked but what then can I transfer files for exampleSee More
Mar 20, 2016
Khalid-Elejla joined ePalmetto's group
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Spectra Support Group

Spectra Precision Support Group is a Surveyor 2 Surveyor support group and forum for surveyors who use Spectra Precision Instruments
Mar 20, 2016
Khalid-Elejla favorited ePalmetto's group Spectra Support Group
Mar 20, 2016
Jaybird replied to Khalid-Elejla's discussion New Total Station, New surveyor
"Welcome to the community!  We have a group forSpectra you might consider joining and asking specific questions..   SPECTRA SUPPORT GROUP"
Mar 19, 2016
Khalid-Elejla posted a discussion

New Total Station, New surveyor

I've bought my first total station and it's Spectra precision Focus 8 2"What's the first things I need to doDo I need to calibrate it , is there any settings I need to adjust to start my surveying workHow can I register my TS to get support that's will be my start with survey Is there any advises for me?? See More
Mar 17, 2016
Khalid-Elejla's discussion was featured

Precision in Total Station

Hello everybody,I'm new in the surveying field and want to hear from the experts;First: I want to know the error tolerance in surveying works related to properties boundaries "I'm recently hired to work in local municipality and receive maps from various surveying offices when I compare between them some times I found shifts up to 10 cm sometimes even more what I mean is that the maps are almost identical but there is a shift Is that too hard to get the exact coordinates "Second:I live in a…See More
Mar 10, 2016
Jaybird favorited Khalid-Elejla's discussion Precision in Total Station
Mar 9, 2016
Khalid-Elejla is on spot light
Mar 9, 2016
David García Bodego replied to Khalid-Elejla's discussion Precision in Total Station
"Placing TS on a tripod (2-3 mm), reading of 1 km, for your TS, +- 5mm, so, assuming Murphys Law, the shift should be between 0 to 10mm. The issue is how they are working: resection, trisection, placing upon a benchmark... And if it is the case, what…"
Mar 9, 2016
Jozsef Kondricz replied to Khalid-Elejla's discussion Precision in Total Station
"On 1km shouldn't be more than 1-2mm if the ppm is correct in the instruments"
Mar 9, 2016
Khalid-Elejla replied to Khalid-Elejla's discussion Precision in Total Station
"You start exactly to diagnose my problem: The survey done by total station  "by using high accurate points planted by GPS as a reference points" and here I want to ask a question may summary my first part of the question: If a…"
Mar 9, 2016
Jozsef Kondricz replied to Khalid-Elejla's discussion Precision in Total Station
"To be sure about the precision you'd setup a procedure (which have to obvious already who working with survey instruments). I.e. for total stations  - check tripods (any unusual moving parts, wearing, loose screws etc) - check tribrachs…"
Mar 9, 2016
David García Bodego replied to Khalid-Elejla's discussion Precision in Total Station
"Dear Khalid: Step by step: - Have you got any idea how these surveys nave been made? For example, if they were taken by GPS, it is quite difficult to get the exact position of one house, as the GPS can´t reach to the corner, so depending of…"
Mar 9, 2016

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Seeking for Knowledge
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bachelor of Civil Engineering
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