Emlid

Community Forum

ReachView v2.16.2 - Point stakeout


#6

9 devices updated to 2.16.0 today

-from versions: 2.11.0, 2.11.4, 2.14.0, 2.15.2, 2.15.3
-types: Reach, Reach RS, Reach M+, Reach RS+

Only one failed to bring up 2.16.0 after the update. It fell back to the previous version as it is supposed to. Then I just restarted the update and it was successful after that :+1:

So that is a thorough test of the update process and all is working well :slight_smile:


(Egor Fedorov) #7

Thanks for the report!

The new update system on M+ and RS+ does wonders, really.


(l3technologycambodia) #8

A big congratulation to the Emlid team for your hard work of the new release. Can’t wait to see next update for UTM coordinates support, area calculation for polygons and length calculation for lines.


(Christian Grüner) #9

Updated my 2 RS+ units yesterday. Both of them returned to the update screen after the new firmware was installed, and prompted for a reboot.
It returned because of the port 5000 as I see it. And then you’re stuck in an infinite loop, until you manually remove the :5000 from the URL.

Other than that, updated in the first go, and will get some milage tomorrow.


(Christian Grüner) #10

A few findings today after placing a number of GCPs:

My first point collection failed silently. All looked good, but coordinates was 0 for all 3 values. No idea what happened. Must have been a glitch, cause all other were collected successfully.

Rotation bug is still a thing, and now the survey map is also stretched after rotation.

I had also problems with connecting to networks, that the RS+ can’t see yet. I usually start the unit as one of the first things I do when I arrive on location, and let the the RS+ make its own hotspot.
When I am then ready to start setting up my base (via an NTRIP connection), I connect to the hotspot, and ask it connect to my phone Wifi (which at that point is not on, as I can’t turn on hotspot on my phone without disconnecting the RS+ connection). While the RS+ in then searching, I then start-up my phone hotspot. This was possible previously.


(Ryszard Pażus (GeoDigitalGNSS)) #11

It is difficult to agree with you.
This is not a professional solution to the topic.
This is a mistaken approach to solving the task.
The error is here at the beginning. EPSG 4326 (European Petroleum Survey Group) is not a cartographic projection. It’s the WGS84. This method results in a square-shaped map (which computers really want) but there is no way to programmatically represent a coordinate system. Maybe it is enough for GIS, but it is not enough for surveyi with accuracy 2.5cm (staking out points, searching).
It must be resolved by conversion between Terrestrial Reference Frames as the first step. The next stage is a planar map projection (Coordinate Systems, eg UTM) and geoid modeling.
Revise it, please.
Regards


(Mazuba10) #12

All you need now are UTM coordinate systems with accompanying datums (I’m in Zambia and would love to use UTM coordinates with the arc1950 datum) and then we’ll really be in business.


#13

Just to balance some of the comments, I wanted to say that point collection used to sit at #1 on my list, and of course, map display and especially stakeout go along with it as a package. So I am feeling very satisfied with the state of ReachView right now.

In-app CRS transforms are on my wishlist too, but they take a second seat. That might not be the majority opinion, but it is one :slight_smile:


(Timd1971) #14

The NEW STAKE OUT feature is AWESOME! :heart_eyes:

:smirk:REQUEST PLEASE:

While in this STAKE OUT MODE, please let us use the zooming etc buttons by bringing them back in from collect point, but also stake out point. i.e. the +, -, all, and the target icons along the right side of the app when collecting points. maybe a TOGGLE between auto-follow and let us maneuver?
Some of us have MANY points and would like to be able to zoom out for a frame of reference of the entire staking project or areas of it while working or we may end up walking into a crocodile pit.

I know this is all great work in progress, so just a suggestion. DXF import of points. Maybe possibility of all LINES, ARCS, CURVES, SPLINES, POINTS, etc via DXF also in the near future? maybe a on/off toggle LAYER feature where we can load DXF objects file, or other point / object format files, and also a bitmap image file import that can be scaled and rotated correctly, (I.e. RTS Rotate, Transform, Scale) along with transparency overlay adjustability? I guess this would be handy for using your own drone imaging or image file export overlays.

Also, please look at Ryszard’s post above to make sure all is good. He is VERY knowledgeable. Ultimately we’ll need widely used Coordinate System implementation to choose from for true surveying use. i.e. NAD83, USA State Plane Zones, etc. It’s a complex subject, but necessary and Ryszard is heading this problem off early in the process.

Thank you for implementing STAKE OUT, this is HUGE!


(Timd1971) #15

Yes, I have this problem also. Have to drop out of SURVEY mode and select another ReachView feature and bounce back to Survey. Guess you could turn off auto-rotate on the phone until fixed.


(Christian Grüner) #16

Yep, so I do, but it’s annoying each first time :smiley:


(Timd1971) #17

also, another FEATURE SUGGESTION I FORGOT!:

Give whomever involved with the new STAKE OUT work, a RAISE!!! :grin:


(Timd1971) #18

Pole height is confusing and prone for error.

if 2m pole and “I use thread adapter” checked, it accommodates for this resulting in TOTAL antenna height (with adapter) is 2.0865 m. great.

but this same number isn’t shown when COLLECTING POINT…it states 2 m only, not 2.0865 m or even 2.065 m WITHOUT thread adapter? maybe occurring in background? EDIT: at least can check in point list. maybe add the pole height & and if use adapter etc feature here in the point collection screen instead?

Maybe also where is let’s you check: “I use thread adapter”, maybe specify as “I use EMLID provided 0.0215 m tall thread adapter” in case one is using a different brand / height of of adapter etc?

I think this has been mentioned, I’ll have to search again.


(Tatiana Andreeva) split this topic #19

A post was split to a new topic: How to improve the accuracy for revisiting the same point with stakeout


(Erro Alfaro88) #20

Hi Emlid team.

I have two reach rs. V2.16

Today was the first time I used the stakeout function in reachview. I do not know if I did it correctly but I was a bit disappointed.
Having to be pointing the cell phone to the north all the time to know in which direction the point is is very annoying.

With mobile Topographer pro you have the benefit of an arrow indicating in which direction the set point is without having to be orienting the cell phone.

Another note is that at no time when moving the antenna rover symbol ® changed to an arrow shape, it always remained in a circular shape. At all times I had a fix.


(Erro Alfaro88) #22

Hi, @egor.fedorov

A silly question.
It is also for users with reach rs?, yesterday only mentioned users with m + and reach rs +.

This update is within the stable or dev ?. I ask if I have to subscribe to dev updates.

Regards.


(Tatiana Andreeva) #23

Hi @erro.alfaro88,

The circle symbol changes to the arrow if a rover moves with the velocity more than approximately 0,5 m/s. Can it be the reason? How fast did you walk?

Do you use ReachView app? If you open ReachView in browser, does the issue still occur?

This feature is available on all Reach receivers.

ReachView v2.16 version is stable.


(Erro Alfaro88) #24

Hi.

I definitely do not know at what speed I was walking.
Use reach view app. I’m going to make another attempt in the browser


(Erro Alfaro88) #25

Ok, So in this case the update v2.16.1 is considered within the stable channel. It is right?.

Regards


(Christian Grüner) #26

That is correct.