Adjustment of closing error by Bowditch’s rule

[@amanraj0622]

Simply superb sir , Cleared my basic doubts..in minutes

[@sujingeorge1457]

Thank you

[@amosrotich3677]

This really banks on the highest point , u always make me feel encouraged, kongoi cheptonyoon for advocating for the support of boy child in the society, we are proud of you❤❤❤

[@sunnysunny1837]

Didn't saw such graphical video impressed thank you for having you

[@sujingeorge1457]

Thank you

[@firdausiyahaya3545]

Such an amazing video

[@85vedantdupare54]

fantastic explanetion

[@RajuKapare-iw1ez]

But sir, the distance between the points changes from original distance. What about that

[@AnkanIsntHere]

Sir can you please upload a video showing how to draw traverse with protector .?

[@SALVATORYMAGUMBA]

Cool man I really understand clearly 😃

[@prithasengupta5394]

The video helped me a.lot.. Thanks

[@sujingeorge1457]

Your welcome!

[@debroy6657]

Sir can I take new b point inside instead of outside ?

[@Athenaa31]

Same thing I wanna know too

[@marak43]

Does this method applicable for the closing error in plane table traversing?

[@sujingeorge1457]

Yes it is applicable in plane table too

[@kerixenkalid1323]

Thank you

[@Mrudula_Chougule]

Can we use this method to correct traversing by plane table?

[@sujingeorge1457]

Yes you can.. But normally it is adopted for theodolite or compass traversing.

[@enockkibet784]

Briliant!!Thanks

[@sujingeorge1457]

Glad you liked it!

[@dheerajsisodia3558]

Very helpful video🙏

[@sujingeorge1457]

Glad to hear that

[@hellogi1507]

sir I have a one question please 🙏 solve

[@sujingeorge1457]

please go ahead

[@palashsoni3788]

Sir, From C-D it is 3.6cm. By mistake you that taken 3.2cm

[@sujingeorge1457]

Ok my mistake. But main intention is for you to understand. I hope the concept is clear to you!

[@nawoditregmi4977]

Thankyouuu

[@razavlogs8694]

Very good

[@sujingeorge1457]

Thanks!

[@all8teengaming636]

Sir what is the real life use of this ? Why I need to learn it?

[@sujingeorge1457]

While doing closed traverse, the start point and finish point should coincide. But due to personal errors, instrumental errors or natural errors, they might not coincide. The distance by which the traverse fails to close is known as the closing error. This closing error has to be adjusted (which is shown in this video), otherwise the errors will keep on accumulating and lead to inaccurate result.

[@MuhammadSufiyanDPCE]

Thanks sir

[@sujingeorge1457]

You are most welcome.

[@premsagarjagu8345]

Awesome

[@ruhinaparvin15]

Thank you sir

[@sujingeorge1457]

You're welcome!

[@jaswanthnaidu8051]

Thanks a lot sir

[@sujingeorge1457]

Most welcome

[@baziguy347]

Sir me we don’t take survey coz of beginner but why dis video helps in real life I mean in when making survey

[@sujingeorge1457]

While doing closed traverse, the start point and finish point should coincide. But due to personal errors, instrumental errors or natural errors, they might not coincide. The distance by which the traverse fails to close is known as the closing error. This closing error has to be adjusted (which is shown in this video) otherwise the errors will keep on accumulating and lead to inaccurate result.

[@RUBYKINGSLY]

Can u measure the length of the adjusted traverse?

[@sujingeorge1457]

Yes! After you get the corrected traverse, it has to be measured on the scale, and the correct reading can be found out.

[@ayushgade6313]

Thanks sir

[@sujingeorge1457]

You are most welcome