Volumetric Quantity Surveying with Total Station

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Join The Survey School - thesurveyschool.com/
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✉️ Email: rami@tamimi.biz
Chapters:
0:00 Intro
0:35 Setting Control
2:27 Volumetric Survey
10:19 Calculating the Traverse
13:06 Setting up the project in Civil 3D
15:13 Volumetric Computations
About Professor Rami Tamimi:
Rami Tamimi is an American doctorate student at The Ohio State University working towards his Doctor of Philosophy in Geodetic Engineering. With over 8 years of experience in the Land Development Industry, his experience revolves around traditional field surveying, civil design work using AutoCAD Civil 3D, and geospatial technology including LiDAR, SONOR, and Photogrammetric data acquisition and processing with the use of Unmanned Aircraft Systems or Drones. He is also a University Professor and creates instructional video content on RU-vid.
#surveying #totalstation #VolumeSurvey

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Опубликовано:

3 июл 2024

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Комментарии : 92

@lendelljay7093 Год назад

Love your content :D Would love to see you do a volumetric quantity survey using a Drone, same location to see if you can come up with the same volume :)

@TheMixflow Год назад

that would be great!

@user-rw6qz3ur5v 2 месяца назад

You're the master of that business! Apreciate it! 💪

@jerseyshoredroneservices225 Год назад

This was great, really looking forward to the next one. Thanks Rami!

@jasperlawrence5361 Год назад

Greatest nerd channel to date, thanks for making this kind of experience, work, etc., accessible to me. I do appreciate it very much.

@danielcasey3415 Год назад

This is a really great step by step video

@tambaurorastation756 Год назад

Thanks for the great tutorial!

@azurlalic5398 Год назад

Great tutorial, thank you.

@elcuate1100 Год назад

Thank you for your videos, awsome content and very helpful.

@upethadeshapriya7447 Год назад

I am also surveyor from Sri Lanka. Your vedio is most useful.thankz

@benitto5692 Год назад

I love what you doing man. I learned a lot from it thank you so much.

@martinkwesimawusi8370 Год назад

Thank you for this video

@M--oy1pe Год назад

Great Work

@alizitounahamed9668 Год назад

Thank you great job

@ahmedelmajdoub7908 Год назад

You did good job, my regards to you from Libya.

@burkemiller9476 6 месяцев назад

You are the Mr. Beast of Surveying.

@darrtwill3664 Год назад

Great video... love to see similar video integrating data from a drone survey into Civil3D also

@samerhsn730 Год назад

الله يعطيك العافية

@abdirizakhussien1197 Год назад

Wonderful Dear Rami . We'll see the drone at the next video .

@aminyasir7970 Год назад

thanks

@UshieThomas-kd9kv 8 дней назад

I would be glad if you do a teaching on road design.

@attaurrahman-15 Год назад

Salam! Good job bro. 💜💜

@LoiAnGiang Год назад

Hay quá ban ơi

@williamhollingworth4747 Год назад

Absolutely incredible content! You should have an online university!

@RamiTamimi Год назад

Stay tuned.... :)

@JacquesTreehorn Год назад

Wow you found some cotton spindles! I like pink flag. Easiest to see. You can do ASTM Sand Cone with the iPhone.

@RafiVaai 9 месяцев назад

You are making fantastic content and I appreciate you ❤. I don't know either you read my comment or not. In this video I think you can set your TS on top of the pile. So I think you don't need to change the TS position. If I'm wrong please let me know. I also doing this job in Bangladesh 🇧🇩. Thank you for your dedication.

@MeasuringMasters Год назад

Realy good job and lesson, perfect complete surveying!! 😀

@raymondmorrison8575 Год назад

Kindly do a video on this using emlid rs2

@irmansyahirmans6869 Год назад

Realy good content. Can you comparing drone data and Total station data to calculate volume? To know which better.

@nm-nr6ux Год назад

Total station data is more accurate, but it is all dependant on how tight your initial controll is and what gear you are using.

@DavidMossMGS Год назад

Great vid

@user-zi2me5rp7t Год назад

Thank you so much for this video. A little bit too advanced for me at this point. Was wondering if similar result can be achieved using iPhone LiDAR sensor, seems like 3d scanner app has a volume calculation option. Wonder how inaccurate would that be compared to surveying you did in this video. One of my biggest challenges is to understand how could I count the volume for either cut or fill, using LiDAR Scanner on the iPhone. Maybe also not necessarily using auto desk, but some free software for Mac. Maybe blender or sketch up? Is it possible. Let’s say scanning someone’s backyard for the purpose of digging a pool for example. I some case I would need to dig plus fill if it’s located on the slope, in the other cases to dig. So let’s say I scanned the ground, but I will need to add a cube shape underneath the mesh to be able to know the volume of a pool shape with a top being a scanned surface, and the rest being shape of the pool added underneath the surface.. hope you understand what I mean.. would appreciate any tips

@kibrombeyene6626 7 месяцев назад

Thank you for this video friend. Can you show us how to calculate volume in software using survey data.

@travislawrence4679 Год назад

Sure makes me happy I use a drone for measurements on quarries. Phantom 4 RTK, Aeropoints, and Propeller processing for the win. Great content, though.

@RamiTamimi Год назад

Efficiency is evolving fundamental practices.

@vegajose93 Год назад

Awesome content man! I learned a lot my self. Quick question, I am taking the PS Exam in the near future. What's the best study material? Thanks in advance!

@Ironbodybuildingxxl Год назад

What controller do you use for sokkia robotic?

@amirhosseinizand8751 7 месяцев назад

Hi. Thank you for your great videos. You took 180 degrees as the first direction's Azimuth. What is that? How did you calculate it? Maybe you have used two points with known coordinates to find the Azimuth. if so, which are those points? and how have you calculated their coordinates before having the Azimuth?

@mohamedshoura2152 Год назад

thank you for this tutorial , i need this excel file for training on civil 3d ,please

@harshithgowda9885 Год назад

Which instrument have you used..?? Total Station and instrument on Bipod peism..??

@sujithpayyanur9624 Год назад

Do you have any online course on Total station?

@sunmoon2005 Год назад

anyone know the name of this background music

@ahmedcordom1063 Год назад

Great but there are problem in point noumber 4 for elevation 100.04&100.395 check it

@RamiTamimi Год назад

Good catch. Elevation is 100.40, I have an error some where in my calculations.

@geodezija8888 Год назад

Hi, very detailed video! Just wondering, would you actually use this procedure in real life as this could be done from one station on top of the hill. Or by using two base points on diagonal of the hill and using resection for the second station. Love your drone/lidar videos btw!

@nm-nr6ux Год назад

I personally would do this with one setup in the middle. Minimising the amount of setups so there is less error propogation in the observtions.

@RamiTamimi Год назад

Setting up on the top of the hill only works if the ground up top is stable. In this example it is, but in many instances, the stock pile might be made up of loose soil, and so you cannot set up on top of the hill.

@ihd-3603 Год назад

Some sites won’t let you on the stockpile due to risk of entrapment. So the next best thing is to locate the base with the rod/prism and locate the rest reflector-less.

@suryaadichandra7759 Год назад

thanks for sharing, may i know what type of laptop do u used?? i only saw lenovo thinkpad, what type? thanks

@RamiTamimi Год назад

This laptop is just remoting into my desktop which runs on a RTX 3060 graphics card.

@trixing183 Год назад

Hi Mate. Question, how would you specifiy a precision for your volume? If your client needed the volume calculated to lets say within + or - 5% how can you prove this? I understand the quality of the base surface and point density plays a big role but I don't understand how to mathematically prove this? Cheers

@RamiTamimi Год назад

Accuracy is a relative term. You could always use GNSS or Drones to repeat the process and find the relative error. Then moving forward, you can expect the same degree of error using the same workflow.

@REALCANCEL Год назад

What mode is this Sokkia ?

@granrey Год назад

Good video and good explanation. However, on practical matters this is a bit outdated. I do things like this often enough with a cheap drone like DJI Mini SE (expensive drones do it even better with scanning and volume apps) You simply take a picture from above (if you don't want to use Google maps). Then there are other tools like moasure or use angle meters on the phone to get the height. The entire volume can be calculated in less than 10 minutes.

@idseb1798 Год назад

Please make a video and explain!

@idseb1798 Год назад

please details

@RamiTamimi Год назад

Very efficient. Video on Drone Volumes coming soon.

@granrey Год назад

will do soon.

@mattkripal Год назад

The aluminum tripod is OK to hold your camera

@fakhrulislamchoudhury3070 9 месяцев назад

At some points contours are crossing each other,how come it can be?

@user-jd1nk5oq6g Год назад

What about gnss rtk?) nice video🤘🏻

@blimolhm2790 Год назад

LISCAD тоже 😎👍🏻 просто

@RamiTamimi Год назад

You could use GNSS, just a different science to it.

@sunmoon2005 Год назад

Give your bround music linke

@citizenraf Год назад

Россия смотрит!🙂

@josefsandigan6050 Год назад

Sire rami Are you hiring an assistant. I want be😊

@molakisivale1693 Год назад

👷‍♂👷‍♂👷‍♂

@paulconway9757 8 месяцев назад

Aluminium legs..???

@brudnygrzes3940 Год назад

Wouldn't it be easier and faster to set the total station at the top of the hill, because it looks like the entire base of the hill can be seen from the top. It is not necessary to do 4 positions. by the way, it's best to use GNSS Systems

@darenleeper1644 Год назад

Yeah I agree setup on top and just knock it out. You could leave the tr points in and locate them off the pile so if you had to come back you could tie in if the pile is changing.

@RamiTamimi Год назад

@darenleeper1644 Год назад

Yes, we monitored a landfill. Even our traverse that appeared to be in a stable area was settling towards the landfill. We did run GPS on our Travers also. If not the catywompus would have been off the charts

@mattkripal Год назад

Aluminum tripod(Legs) not robust enough, always use wood

@freedomhillbilly348 Год назад

Did you not notice his closure? And the fact he was using "10 paces"? The pacing error will be far greater than any tripod will introduce...unless of course he was doing it an a warm spring day on ice covered ground, in which case it won't matter what tripod you use, they'll all sink.

@mattkripal Год назад

Every time I use an instrument I double check level, buck in on my hub, and readjust accordingly to my backsight

@mattkripal Год назад

@@freedomhillbilly348 but I've never used a total station. Primitive Builders level, theodolite, plumb bob

@moawiahamidsadoon8205 Год назад

جميل جدًا ولكن كيف اوجدت الانحراف 180

@sfgngfngf Год назад

here the quadcopter will not be able to take a picture, the height of the grass interferes

@RamiTamimi Год назад

Low pass filtering can solve this problem.

@Life_is_Awesome_Civil Год назад

I thought you are indian but not

@sunmoon2005 Год назад

Man can you help me

@mattkripal Год назад

1/100’

@freedomhillbilly348 Год назад

I'm still unclear on what those stationary points are "controlling". But, more importantly, why start with [5,000, 10, 000] and not [0,0]?

@jackm2379 Год назад

Hey mate, in Australia we do eastings first so the typical arbitrary setup coordinates are usually 1000, 5000, 100 here. The reason we use 1000 and 5000 is because if you’re using an arbitrary datum, it is unlikely that your survey is very large, this means you will never get the same number for both the easting and northing which makes it easy to quickly know whether a coordinate is the point’s easting or northing. The reason we don’t start at 0,0 is because we would then have to deal with negative numbers and although this wouldn’t be particularly difficult, it’s just an additional complication that can be easily remedied by using the false origin of 1000, 5000 or in this case 5000, 10,000. It is for this reason that the official coordinate system of Australia (and maybe other countries) has a false origin to make all coordinates positive.

@freedomhillbilly348 Год назад

@@jackm2379 Thanks for the explanation. I don't mind negative numbers, but I have on occasion oriented my traverse so it lies entirely within the NE quadrant, so I get where your coming from. I still like using [0,0] for other reasons though.

@RamiTamimi Год назад

Control points allow us to set up our prism and total station in a known (or created) reference system. Starting the coordinates at 5000 and 10000 allows us to avoid negative numbers, and not to mix up X and Y values.

@DangOlJesse Год назад

I've always used 5000, 5000, 100. Is there a reason I shouldn't be doing that? Never put much thought into it. It's just what the few companies I've worked for defaulted to.

@ihd-3603 Год назад

I’ve always used 1000,1000,100 or 5000,5000,100 depending on the size of the project. Also, for some reason it really bugs me when someone sets up a site with LCS not oriented to north; it just looks goofy. 😆