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Arnel M. Domag
- Male
- Davao
- Philippines
- Blog Posts (1)
- Discussions (191)
- Surveyor Support Group Forums (50)
- Surveyor Photos (519)
- Photo Albums (27)
- Land Surveyor Videos (15)
Arnel M. Domag's Groups
Arnel M. Domag's Discussions
How to Edit Reflector Height in SDR33
Started this discussion. Last reply by Jansen Loi Aug 31, 2016. 10 Replies 1 Favorite
Hi guys!I wonder how to edit reflector height value in SDR33…Read more →
Subject Tags: reflectors, Sokkia, how-to, SDR33
Best Surveying Boots
Started this discussion. Last reply by Colby Brackin Sep 14, 2016. 50 Replies 4 Favorites
Hi guys!I am…Read more →
Subject Tags: best, safety, protection, surveying, boots
Total Station on Vibration
Started this discussion. Last reply by ePalmetto Jul 15, 2011. 3 Replies 0 Favorites
Hi guys!I wonder what magnitude of vibration my Leica Flexline can effectively handle. I am hesitant to allow my total station in such a type of work environment. I have a feeling that extreme high…Read more →
Subject Tags: vibration, help, totalstation, leica
SDR33 Backsight Residual
Started this discussion. Last reply by Scott D. Warner, PLS May 14, 2011. 2 Replies 0 Favorites
I bought a used SDR33 Expert 4MB. When I tried using it for Topographic survey, backsight residual report is always to the tune of more than 5 minutes. I am not comfortable with it. Did I miss…Read more →
Arnel M. Domag's Profile
Profile Information
- Surveyor Bio:
- I am Arnel M. Domag of nth geographics and geometrics. nth is a civil/survey/mapping, design, GPS, CAD/CAE, AM/FM/GIS, software development office. My office was once choses as Autodesk Systems Center (ASC) for Mindanao region.
- Company
- nth geographics and geometrics
- Location
- Davao City, Philippines
- I have experience with the following
- Cadastre, Topographic, Hydrographic, Boundary, Construction Staking, Control Surveying, Mine Monitoring, Volume Surveying, Roadway/Route Surveying, Alignment Surveying
- How many years have you been surveying?
- 10
- Most comfortable with the following types of instrumentation
- Total Stations, GPS, Surveying Software
Arnel M. Domag's Photos
Arnel M. Domag's Videos
Arnel M. Domag's Blog
GNSS Capability Under Heavy Foliage
Posted on September 28, 2010 at 9:18am 0 Comments 1 Favorite
GPS L1/L2 position fixing incapability under heavy foliage is a thing of the past with the advent of GPS L5. This is according to GPS/GNSS sales people. With my very limited knowledge in telecommunication, I shall say without any degree of certainty that this is not true.
To my opinion, the only advantage of GNSS over GPS is the speed of position fixing. This is I guess due to greater number of navigation systems and channels supported. Greater number of satellites, channels,…
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Comment Wall (9 comments)
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Hello can please share some of the surveying excel sheet resources you have. my email is gilbertsosi@gmail.com
hi arnel how are you
hi mr arnel
i need a little helpÂ
i have trimble R6 with TSC2
i want to make localization(is the site calibration is localization)
how can see during RTK survey real time co ordinates
thanks
Â
To answer your questiona about the 5700 and 5800 receiver, The biggest difference is the 5800 has a built in antenna, with the 5700 you need an external antenna, like a zepher antenna, The 5800 makes a better rover because it is lighter.