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Leveling, Part 4 

Illinois Surveyor
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Learn how to measure land elevations, part 4 of 5
Provided by the Illinois Professional Land Surveyors Association
www.iplsa.org

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1 окт 2024

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Комментарии : 36   
@jimmcreynolds9743
@jimmcreynolds9743 4 года назад
Dickson queyartey and neil kynaston: I found the 5 Part video to be very informative and well presented, but not without some "blunders" of its own. To calculate percent of slope = (Rise/Run) x 100. The change in elevation between Station 0+00 (ditch) and Station 7+00 (pond) is 2.50 feet. The formula above would then yield (2.50/700) x 100 = 0.36%. Also, my guess is that the elevation of BM "B" was supposed to be 597.65 and not 595.65 as shown. I would go and field verify that myself if I only knew where in Illinois that benchmark was located.
@DrawingIncLtd
@DrawingIncLtd Год назад
I agree with this as the closing error is confirmed as 0.02 not 2.02! - however, the principle is still good - thank you for a decent explanatory video.
@neilkynaston6091
@neilkynaston6091 8 лет назад
what about the 2 foot error in both this video and the previous?
@ryansubbu4008
@ryansubbu4008 5 лет назад
Very refreshing, Please comment on my method, I did a level run on the LNG tank for settlement when the tank was subjected to hydrostatic test, 4 times , when tank was empty, 1/4 full, , 1/2 full3/4 full and final. We had 16 brass plates embedded equally place around the periphery in the outer projected base of the tank which was 65 mts in dia, I had to shift the instrument 4 times.to around the tank. When ever I shafted the instrument I manage to set in almost mid way so that instrument error was minimised and I fixed a measuring tape in miimeters of good quality matching the graduations, ( between 0.6 mts to 2.00 mts, where max staff reading s are taken) of the level staff graduated in mts ( to avoid observation errors ), so that I could read to last mm. When I ran to and back fly levels most of the times I never got any closing error except a couple of times with + 2 mm I feel these are some tricks of the trade
@jonathanabulime3882
@jonathanabulime3882 5 лет назад
This video is very educative as a beginner i was able to learn how to compute different survey leveling data, Thanks for the tutorial sir, you really make my day for watching this great tutorial.
@KlaubergSilvaCarine
@KlaubergSilvaCarine 2 месяца назад
Thank you for the video! I liked the explanation! I still have a question. Where I use the closed loop circuit? Do you recommend a book where I can read more about it? Thank you!
@arsisfruritch9740
@arsisfruritch9740 2 года назад
Or I am confused or you make me confuse. Why that damn deduction at beginning doesn’t let me follow the rest. And he focus on the error And mistakes and self confidence. Is anyone can tell me is 2 + 4 is 8? Or if you don’t I kill myself. My mind deeply confused! I can not think anymore. Please reset me again. I am begging you?!
@joehoffmann597
@joehoffmann597 Год назад
The Earth is flat, and the benchmarks placed by line of sight proves it.
@IcanCwhatUsay
@IcanCwhatUsay Месяц назад
4:20, how do you measure the location of those points from the origin? Just a long tape?
@jitendragorasiya6391
@jitendragorasiya6391 7 лет назад
Very helpfull to me . Plz make video on EDM
@devilqueengacha8925
@devilqueengacha8925 2 года назад
Thank you for educative elaboration, but one thing I didn't understand, why do we need to have TP point .why we couldn't continue with sta.6..7..8...etc. instead
@greenroberts8819
@greenroberts8819 5 лет назад
Hey have u guys ever used the rise and fall table
@DHislife
@DHislife 5 лет назад
What is the mistake he made at 10:45?
@jeramiechildress6107
@jeramiechildress6107 6 лет назад
This format is easy for me to read because I have been doing it for a long time my format however eliminate any confusion whatsoever... But this is the format that is taught in classes...
@philthyr1
@philthyr1 Месяц назад
What's your style of format epild like to learn how to survey better
@PLOChris
@PLOChris 3 года назад
hi im doing a diploma in construction and till now i have struggled to e3ven grasp the basics until i stumbled across this series well done Rod and thank you ever so much is there anywhere i can watch similar videos but more into the calculations and the trigonometry please and maybe in metric system sorry its an Australian thing hahaha?????
@nenavathkrishna9921
@nenavathkrishna9921 7 лет назад
Sir give the vedio on theodolite how to take angles
@ericagracesanchez2414
@ericagracesanchez2414 2 года назад
How did you get slope -0.36??
@RTKVN-VN
@RTKVN-VN 2 года назад
ăn tết vui vẻ nha
@dkay_dkay
@dkay_dkay 4 года назад
Sir please how did you ascertain the NEW SLOPE of -0.36 percent. Thank you
@mattingly1217
@mattingly1217 4 года назад
Rise divided by run multiply by 100
@engenerabdirizakiidle3172
@engenerabdirizakiidle3172 3 года назад
Thanks you for your explain
@trentpeper597
@trentpeper597 3 года назад
dude sounds like Dr. Phil
@jaycrisgenota4484
@jaycrisgenota4484 4 года назад
Thank you for this video tutorial po 😊
@hectorvazquez2930
@hectorvazquez2930 3 года назад
these foos are goated 🐐
@roystonmac5812
@roystonmac5812 2 года назад
Fantastic 5 stsrs
@srinkimsrorn2434
@srinkimsrorn2434 6 лет назад
thank Sir give the vedio How to use for Road
@jaycrisgenota4484
@jaycrisgenota4484 4 года назад
It helps me alot 😊
@twentyfour4784
@twentyfour4784 4 года назад
Sir how did you get your slope of .36?
@mattingly1217
@mattingly1217 4 года назад
Rise divided by run then multiply that times 100
@swejmazumder7605
@swejmazumder7605 8 лет назад
very helpful thank you sir
@imranhafeji3546
@imranhafeji3546 6 лет назад
Very nice
@jacksonhawk4021
@jacksonhawk4021 5 лет назад
Isn't your closure error +2.02' (597.67 - 595.65)?
@eddieb9110
@eddieb9110 5 лет назад
Spirit Hawk I was just about to ask the same thing. No mention of whether that is acceptable in this scenario.
@stevo13011982
@stevo13011982 5 лет назад
@@eddieb9110 Exactly ! He only lists it as 0.02 closure error . What a about the other 2 foot difference ??
@samwakefield15
@samwakefield15 4 года назад
How come you don't account for the curvature of the Earth?
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