I am currently working on a new hydraulics lesson series, using models and real world examples. The first part of the first lesson can be found here: ruclips.net/video/EYvudBeHhWQ/видео.html
What if the width of the x-section isn't given.. Only depth, bed slope, n is given. And in question it is asked to estimate discharge. Its a rectangular channel.
It’s a good question, but it is fairly standard in hydraulics and (as far as I know) applied fluid dynamics. In hydraulics, u is normal the velocity in the primary direction and v in the secondary. So in the context of pipe flow, u would be velocity along the pipe and v across the pipe.
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THIS IS THE BEST CONCEPT, I am your subscriber from INDIA .
Thanks!
@@fluidsexplained1901 GREAT from south africa
Nice one
Practically,is 'n' and 's' will be given
If not,what are conditions or code to get those values if not given
Or are they constant values
I am currently working on a new hydraulics lesson series, using models and real world examples. The first part of the first lesson can be found here:
ruclips.net/video/EYvudBeHhWQ/видео.html
Thank you very much indeed, helped a lot .
Glad it helped!
If flow (Q) is given or known what is the formula to calculate cross sectional area for a concrete channel. Kindly answer. Thank you.
calculate the normal and critical depth for a rectangular channel having discharge per width is 3 m^3/l. mannings co efficient is 0.025
What if the width of the x-section isn't given.. Only depth, bed slope, n is given. And in question it is asked to estimate discharge. Its a rectangular channel.
Good 👍 now I have a clue
Thanks for the comment!
thanks
Say flow (Q) knows is 100 lit/sec.
Why the fuck would you use U for velocity. I love how everyone uses their own symbols
It’s a good question, but it is fairly standard in hydraulics and (as far as I know) applied fluid dynamics. In hydraulics, u is normal the velocity in the primary direction and v in the secondary. So in the context of pipe flow, u would be velocity along the pipe and v across the pipe.